| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A composite beam finite element for multibody dynamics: Application to large wind turbine modeling
|
Saravia, C. Martín
|
|
2013
|
56 |
C |
p. 1164-1176
13 p.
|
artikel
|
| 2 |
Aerodynamic behavior analysis of Rio-Niterói bridge by means of computational fluid dynamics
|
Hallak, Patricia H.
|
|
2013
|
56 |
C |
p. 935-944
10 p.
|
artikel
|
| 3 |
A FEM-based model to predict the behaviour of RC beams shear strengthened according to the NSM technique
|
Barros, Joaquim A.O.
|
|
2013
|
56 |
C |
p. 1192-1206
15 p.
|
artikel
|
| 4 |
A hybrid force/displacement seismic design method for steel building frames
|
Tzimas, A.S.
|
|
2013
|
56 |
C |
p. 1452-1463
12 p.
|
artikel
|
| 5 |
Analysis of flexure-shear behavior of UHPFRC beams based on stress field approach
|
Baby, Florent
|
|
2013
|
56 |
C |
p. 194-206
13 p.
|
artikel
|
| 6 |
Analysis of research activity in the field “Engineering, Civil” through bibliometric methods
|
Cañas-Guerrero, Ignacio
|
|
2013
|
56 |
C |
p. 2273-2286
14 p.
|
artikel
|
| 7 |
Analysis of the lateral dynamic response of high pier viaducts under high-speed train travel
|
Olmos, José M.
|
|
2013
|
56 |
C |
p. 1384-1401
18 p.
|
artikel
|
| 8 |
Analytical solutions attempt for lateral torsional buckling of doubly symmetric web-tapered I-beams
|
Benyamina, Abdelrahmane Bekaddour
|
|
2013
|
56 |
C |
p. 1207-1219
13 p.
|
artikel
|
| 9 |
An analytical method for ultimate shear strength of composite plate girders with web openings
|
Darehshouri, S.F.
|
|
2013
|
56 |
C |
p. 610-620
11 p.
|
artikel
|
| 10 |
An analytical solution for an inflated orthotropic membrane tube with an arbitrarily oriented orthotropy basis
|
Nguyen, Quang Tung
|
|
2013
|
56 |
C |
p. 1080-1091
12 p.
|
artikel
|
| 11 |
An approach to account for tie configuration in predicting fire resistance of reinforced concrete columns
|
Kodur, Venkatesh
|
|
2013
|
56 |
C |
p. 1976-1985
10 p.
|
artikel
|
| 12 |
A new analytical formulation for the E-stub strength calculation in three dimensional steel joints with additional plates welded to the weak axis
|
Loureiro, A.
|
|
2013
|
56 |
C |
p. 2263-2272
10 p.
|
artikel
|
| 13 |
A new generalized Drucker–Prager flow rule for concrete under compression
|
Bao, J.Q.
|
|
2013
|
56 |
C |
p. 2076-2082
7 p.
|
artikel
|
| 14 |
A new modular buckling restrained brace for seismic resistant buildings
|
Piedrafita, D.
|
|
2013
|
56 |
C |
p. 1967-1975
9 p.
|
artikel
|
| 15 |
An overview of hybrid simulation implementations in NEES projects
|
Shao, Xiaoyun
|
|
2013
|
56 |
C |
p. 1439-1451
13 p.
|
artikel
|
| 16 |
A parametric study and rating of steel I-girder bridges subjected to military load classification trucks
|
Kim, Yail J.
|
|
2013
|
56 |
C |
p. 709-720
12 p.
|
artikel
|
| 17 |
A penalty-based contact element for pipe and 3D rigid body interaction
|
Longva, V.
|
|
2013
|
56 |
C |
p. 1580-1592
13 p.
|
artikel
|
| 18 |
A polynomial analytical model of rubber bearings based on series of tests
|
Gjorgjiev, Igor
|
|
2013
|
56 |
C |
p. 600-609
10 p.
|
artikel
|
| 19 |
A simplified assessment of the dome and drum of the Basilica of S. Maria Assunta in Carignano in Genoa
|
Bacigalupo, A.
|
|
2013
|
56 |
C |
p. 749-765
17 p.
|
artikel
|
| 20 |
A simplified model for the analysis of free plan buildings using a wide-column model
|
Encina, Javier
|
|
2013
|
56 |
C |
p. 738-748
11 p.
|
artikel
|
| 21 |
A smeared crack analysis of reinforced concrete T-beams strengthened with GFRP composites
|
Biscaia, Hugo C.
|
|
2013
|
56 |
C |
p. 1346-1361
16 p.
|
artikel
|
| 22 |
Assessment of characteristic values of the ultimate strength of corroded steel plates with initial imperfections
|
Teixeira, A.P.
|
|
2013
|
56 |
C |
p. 517-527
11 p.
|
artikel
|
| 23 |
Automatic identification of the worst load combination for structural safety assessment using an optimization approach
|
Tangaramvong, S.
|
|
2013
|
56 |
C |
p. 2287-2298
12 p.
|
artikel
|
| 24 |
Average acceleration discrete algorithm for force identification in state space
|
Ding, Y.
|
|
2013
|
56 |
C |
p. 1880-1892
13 p.
|
artikel
|
| 25 |
Bearing capacity of steel-caged RC columns under combined bending and axial loads: Estimation based on Artificial Neural Networks
|
Jørgensen, Caroline
|
|
2013
|
56 |
C |
p. 1262-1270
9 p.
|
artikel
|
| 26 |
Behavior and response of lead-caulked bell–spigot joints in cast iron water mains
|
Rajani, Balvant
|
|
2013
|
56 |
C |
p. 2005-2013
9 p.
|
artikel
|
| 27 |
Behaviour of circular concrete-filled lean duplex stainless steel–carbon steel tubular short columns
|
Hassanein, M.F.
|
|
2013
|
56 |
C |
p. 83-94
12 p.
|
artikel
|
| 28 |
Behaviour of composite steel–concrete cellular beams in fire
|
Bihina, G.
|
|
2013
|
56 |
C |
p. 2217-2228
12 p.
|
artikel
|
| 29 |
Behaviour of cracked reinforced concrete beams under repeated and sustained load types
|
Higgins, Lee
|
|
2013
|
56 |
C |
p. 457-465
9 p.
|
artikel
|
| 30 |
Behaviour of partially encased composite columns with high strength concrete
|
Begum, Mahbuba
|
|
2013
|
56 |
C |
p. 1718-1727
10 p.
|
artikel
|
| 31 |
Bi-layer diaphragm walls: Experimental and numerical structural analysis
|
Segura-Castillo, Luis
|
|
2013
|
56 |
C |
p. 154-164
11 p.
|
artikel
|
| 32 |
Bond–slip model for CFRP strips near-surface mounted to concrete
|
Zhang, S.S.
|
|
2013
|
56 |
C |
p. 945-953
9 p.
|
artikel
|
| 33 |
Cable-stiffened foldable elastica for movable structures
|
Beatini, Valentina
|
|
2013
|
56 |
C |
p. 126-136
11 p.
|
artikel
|
| 34 |
Characterization of slip resistance of high strength bolted connections with zinc-based metallized faying surfaces
|
Annan, Charles-Darwin
|
|
2013
|
56 |
C |
p. 2187-2196
10 p.
|
artikel
|
| 35 |
Characterization of the response of quasi-periodic masonry: Geometrical investigation, homogenization and application to the Guimarães castle, Portugal
|
Milani, Gabriele
|
|
2013
|
56 |
C |
p. 621-641
21 p.
|
artikel
|
| 36 |
Comparative analysis of strut-and-tie models using Smooth Evolutionary Structural Optimization
|
Almeida, Valério S.
|
|
2013
|
56 |
C |
p. 1665-1675
11 p.
|
artikel
|
| 37 |
Comparative study of the flexural behavior of lightweight and normal weight prestressed concrete beams
|
Vázquez-Herrero, Cristina
|
|
2013
|
56 |
C |
p. 1868-1879
12 p.
|
artikel
|
| 38 |
Corrigendum to ‘A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints’ [Eng. Struct. 33 (3) (2011) 1034–1051]
|
Sharma, Akanshu
|
|
2013
|
56 |
C |
p. 116-
1 p.
|
artikel
|
| 39 |
Cyclic beam bending test for assessment of bond–slip behaviour
|
Soleymani Ashtiani, M.
|
|
2013
|
56 |
C |
p. 1684-1697
14 p.
|
artikel
|
| 40 |
Cyclic loading test for emulative precast concrete walls with partially reduced rebar section
|
Kang, Su-Min
|
|
2013
|
56 |
C |
p. 1645-1657
13 p.
|
artikel
|
| 41 |
Cyclic loading tests and finite element analyses on performance of ring beam connections
|
Pan, Peng
|
|
2013
|
56 |
C |
p. 682-690
9 p.
|
artikel
|
| 42 |
Damage evaluation of Timoshenko beams using invariant stress resultants
|
Dincal, S.
|
|
2013
|
56 |
C |
p. 2052-2064
13 p.
|
artikel
|
| 43 |
Deflection prediction of reinforced concrete beams by design codes and computer simulation
|
Gribniak, Viktor
|
|
2013
|
56 |
C |
p. 2175-2186
12 p.
|
artikel
|
| 44 |
Design and evaluation of seismic strengthening techniques for reinforced concrete frames with soft ground story
|
Sahoo, Dipti Ranjan
|
|
2013
|
56 |
C |
p. 1933-1944
12 p.
|
artikel
|
| 45 |
Design and experimental study of a hybrid vibration absorber for global vibration control
|
Tso, M.H.
|
|
2013
|
56 |
C |
p. 1058-1069
12 p.
|
artikel
|
| 46 |
Design methodologies for one way spanning eccentrically loaded minimally or centrally reinforced pre-cast RC panels
|
Robinson, Gary P.
|
|
2013
|
56 |
C |
p. 1945-1956
12 p.
|
artikel
|
| 47 |
Development and testing of precast concrete beam-to-column connections
|
Choi, H.-K.
|
|
2013
|
56 |
C |
p. 1820-1835
16 p.
|
artikel
|
| 48 |
Dynamic nonlinear analysis of shell structures using a vector form intrinsic finite element
|
Wu, Tung-Yueh
|
|
2013
|
56 |
C |
p. 2028-2040
13 p.
|
artikel
|
| 49 |
Dynamics and control of vibrations in wind turbines with variable rotor speed
|
Staino, A.
|
|
2013
|
56 |
C |
p. 58-67
10 p.
|
artikel
|
| 50 |
Dynamics and failure mechanisms of ancient masonry churches subjected to seismic actions by using the NSCD method: The case of the medieval church of S. Maria in Portuno
|
Lancioni, Giovanni
|
|
2013
|
56 |
C |
p. 1527-1546
20 p.
|
artikel
|
| 51 |
Editorial Board
|
|
|
2013
|
56 |
C |
p. IFC-
1 p.
|
artikel
|
| 52 |
Effectiveness of externally bonded CFRP strips for strengthening flanged beams under torsion: An experimental study
|
Deifalla, A.
|
|
2013
|
56 |
C |
p. 2065-2075
11 p.
|
artikel
|
| 53 |
Effectiveness of percentage combination rules for maximum response calculation within the context of linear time history analysis
|
Kostinakis, K.G.
|
|
2013
|
56 |
C |
p. 36-45
10 p.
|
artikel
|
| 54 |
Effect of corrosion of reinforcement on the mechanical behaviour of highly corroded RC beams
|
Zhu, Wenjun
|
|
2013
|
56 |
C |
p. 544-554
11 p.
|
artikel
|
| 55 |
Effect of higher modes on the seismic response and design of moment-resisting RC frame structures
|
Maniatakis, Charilaos A.
|
|
2013
|
56 |
C |
p. 417-430
14 p.
|
artikel
|
| 56 |
Effect of sustained load combined with cold temperature on flexure of damaged steel beams repaired with CFRP sheets
|
Hmidan, Amer
|
|
2013
|
56 |
C |
p. 1957-1966
10 p.
|
artikel
|
| 57 |
Effects of May 2012 Emilia earthquake on industrial buildings of early ’900 on the Po river line
|
Artioli, E.
|
|
2013
|
56 |
C |
p. 1220-1233
14 p.
|
artikel
|
| 58 |
Effects of multiple earthquakes on inelastic structural response
|
Di Sarno, L.
|
|
2013
|
56 |
C |
p. 673-681
9 p.
|
artikel
|
| 59 |
Equivalent bulging factors of internally pressurized cracked laminated composite cylindrical shell structures
|
To, Cho W.S.
|
|
2013
|
56 |
C |
p. 1658-1664
7 p.
|
artikel
|
| 60 |
Estimating life-cycle monetary losses due to wind hazards: Fragility analysis of long-span bridges
|
Seo, Dong-Woo
|
|
2013
|
56 |
C |
p. 1593-1606
14 p.
|
artikel
|
| 61 |
Estimation of stochastic crosswind response of wind-excited tall buildings with nonlinear aerodynamic damping
|
Chen, Xinzhong
|
|
2013
|
56 |
C |
p. 766-778
13 p.
|
artikel
|
| 62 |
Evaluation of embedded concrete-filled tube (CFT) column-to-foundation connections
|
Moon, Jiho
|
|
2013
|
56 |
C |
p. 22-35
14 p.
|
artikel
|
| 63 |
Experimental and analytical progressive collapse assessment of a steel frame building
|
Song, Brian I.
|
|
2013
|
56 |
C |
p. 664-672
9 p.
|
artikel
|
| 64 |
Experimental and computational study of the vertical shear behaviour of partially encased perforated steel beams
|
Tsavdaridis, Konstantinos Daniel
|
|
2013
|
56 |
C |
p. 805-822
18 p.
|
artikel
|
| 65 |
Experimental behavior of Laminated Veneer Lumber (LVL) joists with holes and different methods of reinforcement
|
Ardalany, Manoochehr
|
|
2013
|
56 |
C |
p. 2154-2164
11 p.
|
artikel
|
| 66 |
Experimental behaviour of restrained reinforced concrete columns subjected to equal biaxial bending at elevated temperatures
|
Tan, Kang-Hai
|
|
2013
|
56 |
C |
p. 823-836
14 p.
|
artikel
|
| 67 |
Experimental characterization and modeling of energy dissipation in reinforced concrete beams subjected to cyclic loading
|
Crambuer, R.
|
|
2013
|
56 |
C |
p. 919-934
16 p.
|
artikel
|
| 68 |
Experimental investigation of a DfD moment-resisting beam–column connection
|
Ong, K.C.G.
|
|
2013
|
56 |
C |
p. 1676-1683
8 p.
|
artikel
|
| 69 |
Experimental investigation of RC beams with rectangular spiral reinforcement in torsion
|
Chalioris, Constantin E.
|
|
2013
|
56 |
C |
p. 286-297
12 p.
|
artikel
|
| 70 |
Experimental investigation on reinforced concrete interior beam–column joints rehabilitated by ferrocement jackets
|
Li, Bo
|
|
2013
|
56 |
C |
p. 897-909
13 p.
|
artikel
|
| 71 |
Experimental investigation on sheathing-to-framing connections in wood shear walls
|
Sartori, Tiziano
|
|
2013
|
56 |
C |
p. 2197-2205
9 p.
|
artikel
|
| 72 |
Experimental investigations on the influence of size on the performance of RC T-beams retrofitted in shear with CFRP fabrics
|
Bousselham, Abdelhak
|
|
2013
|
56 |
C |
p. 1070-1079
10 p.
|
artikel
|
| 73 |
Experimental study of seismic performance of base-isolated frames with U-shaped hysteretic energy-dissipating devices
|
Oh, Sang-Hoon
|
|
2013
|
56 |
C |
p. 2014-2027
14 p.
|
artikel
|
| 74 |
Experiments to study the effect of foundation rotation on the seismic building torsional, response of a reinforced concrete space frame
|
De-la-Colina, Jaime
|
|
2013
|
56 |
C |
p. 1154-1163
10 p.
|
artikel
|
| 75 |
Extended sandwich model for reinforced concrete slabs in flexure
|
Jaeger, Thomas
|
|
2013
|
56 |
C |
p. 2229-2239
11 p.
|
artikel
|
| 76 |
Extended sandwich model for reinforced concrete slabs: Shear strength without transverse reinforcement
|
Jaeger, Thomas
|
|
2013
|
56 |
C |
p. 1142-1153
12 p.
|
artikel
|
| 77 |
Extending displacement-based earthquake loss assessment (DBELA) for the computation of fragility curves
|
Silva, V.
|
|
2013
|
56 |
C |
p. 343-356
14 p.
|
artikel
|
| 78 |
External jacket of FRP wire for confining concrete and its advantages
|
Choi, Eunsoo
|
|
2013
|
56 |
C |
p. 555-566
12 p.
|
artikel
|
| 79 |
Fatigue behaviour of timber–concrete composite connections and floor beams
|
Yeoh, David
|
|
2013
|
56 |
C |
p. 2240-2248
9 p.
|
artikel
|
| 80 |
Fatigue reliability assessment of a complex welded structure subjected to multiple cracks
|
Huang, W.
|
|
2013
|
56 |
C |
p. 868-879
12 p.
|
artikel
|
| 81 |
Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns
|
Ibañez, Carmen
|
|
2013
|
56 |
C |
p. 182-193
12 p.
|
artikel
|
| 82 |
Fibers orientation optimization for concrete beam strengthened with a CFRP bonded plate: A coupled analytical–numerical investigation
|
Krour, Baghdad
|
|
2013
|
56 |
C |
p. 218-227
10 p.
|
artikel
|
| 83 |
Field calibrated simulation model to perform bridge safety analyses against emergency braking of trucks
|
Zhao, Zhisong
|
|
2013
|
56 |
C |
p. 2253-2262
10 p.
|
artikel
|
| 84 |
Finite element analysis of cracking and delamination of concrete beam due to steel corrosion
|
Du, Y.G.
|
|
2013
|
56 |
C |
p. 8-21
14 p.
|
artikel
|
| 85 |
Finite element modeling of double skin profiled composite shear wall system under in-plane loadings
|
Rafiei, S.
|
|
2013
|
56 |
C |
p. 46-57
12 p.
|
artikel
|
| 86 |
Finite element modelling of load bearing cold-formed steel wall systems under fire conditions
|
Gunalan, Shanmuganathan
|
|
2013
|
56 |
C |
p. 1007-1027
21 p.
|
artikel
|
| 87 |
Fire design method for bar-reinforced circular and elliptical concrete filled tubular columns
|
Espinos, Ana
|
|
2013
|
56 |
C |
p. 384-395
12 p.
|
artikel
|
| 88 |
Fire performance of concrete filled stainless steel tubular columns
|
Han, Lin-Hai
|
|
2013
|
56 |
C |
p. 165-181
17 p.
|
artikel
|
| 89 |
Flexural behavior of post-tensioned normal-strength lightweight concrete one-way slabs
|
Yang, Keun-Hyeok
|
|
2013
|
56 |
C |
p. 1295-1307
13 p.
|
artikel
|
| 90 |
Flexural behavior of RC beams with regular square or circular web openings
|
Aykac, Bengi
|
|
2013
|
56 |
C |
p. 2165-2174
10 p.
|
artikel
|
| 91 |
Flexural behaviour of composite beams with high strength steel
|
Ban, Huiyong
|
|
2013
|
56 |
C |
p. 1130-1141
12 p.
|
artikel
|
| 92 |
Fragility-based assessment of public buildings in Turkey
|
Bilgin, Huseyin
|
|
2013
|
56 |
C |
p. 1283-1294
12 p.
|
artikel
|
| 93 |
Free vibrations of free spanning offshore pipelines
|
Vedeld, Knut
|
|
2013
|
56 |
C |
p. 68-82
15 p.
|
artikel
|
| 94 |
Fundamental principles of the reinforced concrete design code changes in Chile following the Mw 8.8 earthquake in 2010
|
Massone, Leonardo M.
|
|
2013
|
56 |
C |
p. 1335-1345
11 p.
|
artikel
|
| 95 |
Hybrid system identification for high-performance structural control
|
Chang, Chia-Ming
|
|
2013
|
56 |
C |
p. 443-456
14 p.
|
artikel
|
| 96 |
Importance of interstory velocity on optimal along-height allocation of viscous oil dampers in super high-rise buildings
|
Adachi, Fuyuki
|
|
2013
|
56 |
C |
p. 489-500
12 p.
|
artikel
|
| 97 |
Importance of the bond–slip mechanism in the numerical simulation of the cyclic response of RC elements with plain reinforcing bars
|
Fernandes, Catarina
|
|
2013
|
56 |
C |
p. 396-406
11 p.
|
artikel
|
| 98 |
Improvement of bridge structures to increase the safety of moving trains during earthquakes
|
Ju, S.H.
|
|
2013
|
56 |
C |
p. 501-508
8 p.
|
artikel
|
| 99 |
Improvement of tuned mass damper by using rotational inertia through tuned viscous mass damper
|
Garrido, Hernán
|
|
2013
|
56 |
C |
p. 2149-2153
5 p.
|
artikel
|
| 100 |
Influence of the structural arrangement of bridges on the noise induced by traffic
|
Foglar, Marek
|
|
2013
|
56 |
C |
p. 642-655
14 p.
|
artikel
|
| 101 |
In-plane shear behaviour of traditional timber walls
|
Vasconcelos, Graça
|
|
2013
|
56 |
C |
p. 1028-1048
21 p.
|
artikel
|
| 102 |
In-plane stability of preloaded shallow arches against dynamic snap-through accounting for rotational end restraints
|
Pi, Yong-Lin
|
|
2013
|
56 |
C |
p. 1496-1510
15 p.
|
artikel
|
| 103 |
In-structure shock of underground structures: A revisit with experimental investigation
|
Zhou, Hongyuan
|
|
2013
|
56 |
C |
p. 1620-1630
11 p.
|
artikel
|
| 104 |
Investigation of nonlinear restoring stiffness in dynamic analysis of tension leg platforms
|
Senjanović, I.
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2013
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56 |
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p. 117-125
9 p.
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artikel
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| 105 |
Lateral–distortional buckling of hollow tubular flange plate girders with slender unstiffened webs
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Hassanein, M.F.
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2013
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56 |
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p. 572-584
13 p.
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artikel
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| 106 |
Load path uncertainty in a wood structure and the effect on structural reliability
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Wang, Wenqi
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2013
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56 |
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p. 889-896
8 p.
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artikel
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| 107 |
Long term behavior of FRC flexural beams under sustained load
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Vasanelli, Emilia
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2013
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56 |
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p. 1858-1867
10 p.
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artikel
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| 108 |
Mathematical micromodeling of infilled frames: State of the art
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Asteris, P.G.
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2013
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56 |
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p. 1905-1921
17 p.
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artikel
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| 109 |
Mitigation of human-induced lateral vibrations on footbridges through walkway shaping
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Venuti, Fiammetta
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2013
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56 |
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p. 95-104
10 p.
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artikel
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| 110 |
Modeling of microburst outflows using impinging jet and cooling source approaches and their comparison
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Zhang, Yan
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2013
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56 |
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p. 779-793
15 p.
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artikel
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| 111 |
Modelling of the behaviour of seismically strengthened masonry walls subjected to cyclic in-plane shear
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Mojsilović, Nebojša
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2013
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56 |
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p. 1117-1129
13 p.
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artikel
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| 112 |
Moment–rotation relationship of RC beam-column connections: Experimental tests and analytical model
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Alva, Gerson Moacyr Sisniegas
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2013
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56 |
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p. 1427-1438
12 p.
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artikel
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| 113 |
Multivariate statistical analysis for early damage detection
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Santos, João Pedro
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2013
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56 |
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p. 273-285
13 p.
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artikel
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| 114 |
Near-fault isolation of cable-stayed bridges using RNC isolator
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Ismail, Mohammed
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2013
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56 |
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p. 327-342
16 p.
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artikel
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| 115 |
Nonlinear analysis of nanotube-reinforced composite beams resting on elastic foundations in thermal environments
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Shen, Hui-Shen
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2013
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56 |
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p. 698-708
11 p.
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artikel
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| 116 |
Nonlinear fatigue damage assessment of existing bridges considering progressively deteriorated road conditions
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Zhang, Wei
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2013
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56 |
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p. 1922-1932
11 p.
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artikel
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| 117 |
Nonlinear modal identification of a steel frame
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Zapico-Valle, J.L.
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2013
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56 |
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p. 246-259
14 p.
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artikel
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| 118 |
Nonlinear postbuckling analysis of frames with varying cross-section columns
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Avraam, Tassos P.
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2013
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56 |
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p. 1-7
7 p.
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artikel
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| 119 |
Novel composite periodic structures with attenuation zones
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Cheng, Zhibao
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2013
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56 |
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p. 1271-1282
12 p.
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artikel
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| 120 |
NSM technique to increase the load carrying capacity of continuous RC slabs
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Dalfré, Gláucia M.
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2013
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56 |
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p. 137-153
17 p.
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artikel
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| 121 |
Numerical evaluation of tsunami debris impact loading on wooden structural walls
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Como, Anisa
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2013
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56 |
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p. 1249-1261
13 p.
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artikel
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| 122 |
Numerical modelling of dynamic pressure and flow in hopper discharge using the Arbitrary Lagrangian–Eulerian formulation
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Wang, Yin
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2013
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56 |
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p. 1308-1320
13 p.
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artikel
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| 123 |
Observed integral abutment bridge substructure response
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Civjan, Scott A.
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2013
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56 |
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p. 1177-1191
15 p.
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artikel
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| 124 |
On the use of NDT data for reliability-based assessment of existing timber structures
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Sousa, Hélder S.
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2013
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56 |
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p. 298-311
14 p.
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artikel
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| 125 |
Optimal design of full disks with respect to mixed creep rupture time
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Szuwalski, Krzysztof
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2013
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56 |
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p. 1728-1734
7 p.
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| 126 |
Optimization of retractable structures utilizing bistable compliant mechanism
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Ohsaki, M.
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2013
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56 |
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p. 910-918
9 p.
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| 127 |
Optimization of tall guyed masts using genetic algorithms
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Belevičius, Rimantas
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2013
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56 |
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p. 239-245
7 p.
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artikel
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| 128 |
Parametrical study of unreinforced flanged masonry walls subjected to horizontal loading through numerical modeling
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Haach, Vladimir G.
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2013
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56 |
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p. 207-217
11 p.
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artikel
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| 129 |
Parametric evaluation of the stress concentration factors in T-butt welded connections
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Terán, Gerardo
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2013
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56 |
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p. 1484-1495
12 p.
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artikel
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| 130 |
Parametric study of laminated glass window response to blast loads
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Zhang, Xihong
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2013
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56 |
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p. 1707-1717
11 p.
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| 131 |
Partial-interaction short term serviceability deflection of RC beams
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Visintin, P.
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2013
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56 |
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p. 993-1006
14 p.
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| 132 |
Peak loads and failure modes of steel-reinforced concrete beams: Predictions by limit analysis
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Pisano, A.A.
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2013
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56 |
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p. 477-488
12 p.
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artikel
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| 133 |
Perforated shear connectors on composite girders under monotonic loading: An experimental approach
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Costa-Neves, L.F.
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2013
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56 |
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p. 721-737
17 p.
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| 134 |
Performance-based evaluation of the response reduction factor for ductile RC frames
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Mondal, Apurba
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2013
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56 |
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p. 1808-1819
12 p.
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artikel
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| 135 |
Performance evaluation of sandwich panel systems for blast mitigation
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Alberdi, Ryan
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2013
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56 |
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p. 2119-2130
12 p.
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artikel
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| 136 |
Performance of concrete-filled RHS columns exposed to fire on 3 sides
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Yang, Hua
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|
2013
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56 |
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p. 1986-2004
19 p.
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artikel
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| 137 |
Performance of stainless steel winery tanks during the 02/27/2010 Maule Earthquake
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González, Erick
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2013
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56 |
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p. 1402-1418
17 p.
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| 138 |
Polynomial friction pendulum isolators (PFPIs) for building floor isolation: An experimental and theoretical study
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Lu, Lyan-Ywan
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2013
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56 |
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p. 970-982
13 p.
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artikel
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| 139 |
Post-buckling strength of steel tee columns
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Trahair, N.S.
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2013
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56 |
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p. 1800-1807
8 p.
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| 140 |
Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flanges
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Rupf, Michael
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2013
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56 |
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p. 357-371
15 p.
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artikel
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| 141 |
Prediction of failure of a cantilever–wall connection using post-installed rebars under thermal loading
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Pinoteau, N.
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2013
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56 |
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p. 1607-1619
13 p.
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artikel
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| 142 |
Prediction of the post-peak behavior of reinforced concrete columns with and without FRP-jacketing
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Jirawattanasomkul, Tidarut
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2013
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56 |
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p. 1511-1526
16 p.
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artikel
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| 143 |
Pressures on open canopy structures with parapets under wind loading
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Poitevin, Augusto
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2013
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56 |
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p. 850-867
18 p.
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| 144 |
Probabilistic characterisation of the length effect for parallel to the grain tensile strength of Central European spruce
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Kohler, J.
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2013
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56 |
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p. 691-697
7 p.
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| 145 |
Progressive reliability method and its application to offshore mooring systems
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Mousavi, Mir Emad
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2013
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56 |
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p. 2131-2138
8 p.
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artikel
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| 146 |
Proposal for a stress modification factor for the fatigue design of flange thickness transitions in welded girders
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Taras, Andreas
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2013
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56 |
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p. 1758-1774
17 p.
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artikel
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| 147 |
Rehabilitation assessment of a centenary steel bridge based on modal analysis
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Costa, Bruno J.A.
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2013
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56 |
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p. 260-272
13 p.
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artikel
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| 148 |
Relevance of a complete road surface description in vehicle–bridge interaction dynamics
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Oliva, Javier
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2013
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56 |
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p. 466-476
11 p.
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artikel
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| 149 |
Reliability assessment of ship structures using Bayesian updating
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Zhu, Benjin
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2013
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56 |
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p. 1836-1847
12 p.
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artikel
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| 150 |
Repair of shear-deficient and sulfate-damaged reinforced concrete beams using FRP composites
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Haddad, R.H.
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2013
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56 |
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p. 228-238
11 p.
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artikel
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| 151 |
Response of reinforced concrete columns impacted by tsunami dispersed 20′ and 40′ shipping containers
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Madurapperuma, M.A.K.M.
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2013
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56 |
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p. 1631-1644
14 p.
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artikel
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| 152 |
Response of toe-nailed, roof-to-wall connections to extreme wind loads in a full-scale, timber-framed, hip roof
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Henderson, David J.
|
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2013
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56 |
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p. 1474-1483
10 p.
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artikel
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| 153 |
Response of unbonded prestressed concrete continuous slabs under fire exposure
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Hou, Xiaomeng
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2013
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56 |
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p. 2139-2148
10 p.
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artikel
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| 154 |
Risk-based seismic performance assessment of Yielding Shear Panel Device
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Hossain, Md Raquibul
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2013
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56 |
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p. 1570-1579
10 p.
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artikel
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| 155 |
Rocking response assessment of in-plane laterally-loaded masonry walls with openings
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Parisi, Fulvio
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2013
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56 |
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p. 1234-1248
15 p.
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artikel
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| 156 |
Seismic behavior of steel reinforced concrete column–steel truss beam hybrid joints
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Tao, Mu-Xuan
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2013
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56 |
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p. 1557-1569
13 p.
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artikel
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| 157 |
Seismic cracking analysis of concrete gravity dams with initial cracks using the extended finite element method
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Zhang, Sherong
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2013
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56 |
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p. 528-543
16 p.
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artikel
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| 158 |
Seismic performance of steel structures with seesaw energy dissipation system using fluid viscous dampers
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Kang, Jae-Do
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2013
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56 |
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p. 431-442
12 p.
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artikel
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| 159 |
Seismic response of SDOF systems representing masonry-infilled RC frames with damping systems
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Park, Ji-Hun
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2013
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56 |
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p. 1735-1750
16 p.
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artikel
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| 160 |
Seismic source effects on the vulnerability of an irregular isolated bridge
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Jara, J.M.
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2013
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56 |
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p. 105-115
11 p.
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artikel
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| 161 |
Semi-active adaptive control of seismically excited 20-story nonlinear building
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Bitaraf, Maryam
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2013
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56 |
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p. 2107-2118
12 p.
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artikel
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| 162 |
Shear behaviour of R.C. beams with water-stop joints
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Cattaneo, Sara
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2013
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56 |
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p. 1775-1786
12 p.
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artikel
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| 163 |
Shear–flexural interaction for prestressed self-consolidating concrete beams
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Massone, Leonardo M.
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2013
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56 |
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p. 1464-1473
10 p.
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artikel
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| 164 |
Shear strength model for reinforced concrete rectangular hollow columns
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Shin, Myoungsu
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2013
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56 |
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p. 958-969
12 p.
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| 165 |
Shear transfer in bolted side-plated reinforced concrete beams
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Su, R.K.L.
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2013
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56 |
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p. 1372-1383
12 p.
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artikel
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| 166 |
Simplification of fully confined blasts for structural response analysis
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Dragos, Jonathon
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2013
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56 |
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p. 312-326
15 p.
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artikel
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| 167 |
Smart monitoring of aeronautical composites plates based on electromechanical impedance measurements and artificial neural networks
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Selva, Pierre
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2013
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56 |
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p. 794-804
11 p.
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| 168 |
Solar updraft power plants: Engineering structures for sustainable energy generation
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Harte, Reinhard
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2013
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56 |
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p. 1698-1706
9 p.
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| 169 |
Spring analogy to predict the 3-D live load response of slab-on-girder bridges
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Akinci, Necip Onder
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2013
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56 |
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p. 1049-1057
9 p.
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artikel
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| 170 |
Strain-based calculation model for centrically and eccentrically loaded timber columns
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Theiler, Matthias
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56 |
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p. 1103-1116
14 p.
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| 171 |
Structural analysis of a multi-span railway masonry bridge combining in situ observations, laboratory tests and damage modelling
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Domede, Nathalie
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2013
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56 |
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p. 837-849
13 p.
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| 172 |
Structural analysis of high-rise buildings under horizontal loads: A study on the Intesa Sanpaolo Tower in Turin
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Carpinteri, Alberto
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2013
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56 |
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p. 1362-1371
10 p.
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| 173 |
Structural behavior of symmetric spindle-shaped Tensairity girders with reinforced chord coupling
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Galliot, Cédric
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2013
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56 |
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p. 407-416
10 p.
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artikel
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| 174 |
Study of ballastless track structure monitoring by distributed optical fiber sensors on a real-scale mockup in laboratory
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Chapeleau, X.
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2013
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56 |
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p. 1751-1757
7 p.
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artikel
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| 175 |
Subassembly testing and modeling of self-centering steel plate shear walls
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Clayton, Patricia M.
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2013
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56 |
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p. 1848-1857
10 p.
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artikel
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| 176 |
Tension buckling in rubber bearings affected by cavitation
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Kelly, James M.
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2013
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56 |
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p. 656-663
8 p.
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| 177 |
The effective-thickness concept in laminated-glass elements under static loading
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López-Aenlle, M.
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2013
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56 |
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p. 1092-1102
11 p.
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| 178 |
The effects of splices and bond on performance of bridge deck with FRP stay-in-place forms at various boundary conditions
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Nelson, Mark
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2013
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56 |
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p. 509-516
8 p.
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| 179 |
The influence of design parameters on the response of bridges seismically isolated with the Friction Pendulum System (FPS)
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Eröz, Murat
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2013
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56 |
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p. 585-599
15 p.
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| 180 |
Thermal behaviors of concrete and steel bridges after slab replacements with GFRP honeycomb sandwich panels
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Kong, B.
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2013
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56 |
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p. 2041-2051
11 p.
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| 181 |
The San Nicolas Church in Gandia (Spain) or how Eduardo Torroja devised a new, innovative and sustainable structural system for long-span roofs
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Nuñez-Collado, Gala
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2013
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56 |
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p. 1893-1904
12 p.
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| 182 |
The vibration analysis of wind turbine blade–cabin–tower coupling system
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Liu, W.Y.
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56 |
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p. 954-957
4 p.
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| 183 |
Topological optimization design of structures under random excitations using SQP method
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Rong, Jian Hua
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56 |
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p. 2098-2106
9 p.
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| 184 |
Torsional behavior of ultra-high performance concrete squared beams
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Yang, In-Hwan
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56 |
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p. 372-383
12 p.
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| 185 |
Torsional strength of normal and high strength reinforced concrete beams
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Rahal, Khaldoun N.
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p. 2206-2216
11 p.
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| 186 |
Transfer length in pretensioned prestressed concrete structures composed of high performance lightweight and normal-weight concrete
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Vázquez-Herrero, Cristina
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2013
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56 |
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p. 983-992
10 p.
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| 187 |
TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
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Lagomarsino, Sergio
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2013
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56 |
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p. 1787-1799
13 p.
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| 188 |
Unconventional block shear failures of bolted connections in cold-reduced steel sheets
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Teh, Lip H.
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2013
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56 |
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p. 567-571
5 p.
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| 189 |
Understanding Calatrava’s bridges: A conceptual approach to the ‘La Devesa-type’ footbridges
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Jorquera-Lucerga, Juan José
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2013
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56 |
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p. 2083-2097
15 p.
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Use of Shape Memory Alloys damper device to mitigate vibration amplitudes of bridge cables
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Dieng, Lamine
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2013
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56 |
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p. 1547-1556
10 p.
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| 191 |
Verification of existing reinforced concrete bridges using the semi-probabilistic approach
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Sýkora, Miroslav
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2013
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56 |
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p. 1419-1426
8 p.
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| 192 |
Vibrational performance of timber floors constructed with metal web joists
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Zhang, Binsheng
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2013
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56 |
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p. 1321-1334
14 p.
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| 193 |
Vibration of laminated composites and sandwich shells based on higher order zigzag theory
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Kumar, Ajay
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2013
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56 |
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p. 880-888
9 p.
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| 194 |
Virtual velocity: Connecting the concepts of Kinematics and Virtual Work
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Pujol, Santiago
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2013
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56 |
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p. 2249-2252
4 p.
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