| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers
|
Palermo, Michele
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173 |
C |
p. 933-950
|
artikel
|
| 2 |
A distributed parameter model for the piezoelectric stack harvester subjected to general periodic and random excitations
|
Qian, Feng
|
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173 |
C |
p. 191-202
|
artikel
|
| 3 |
Advances in the derivation of fragility functions for the development of risk-targeted hazard maps
|
Martins, Luís
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173 |
C |
p. 669-680
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artikel
|
| 4 |
Analysis of nail properties for joint design
|
Sandhaas, Carmen
|
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173 |
C |
p. 231-240
|
artikel
|
| 5 |
Analysis on nonlinear vibrations near internal resonances of a composite laminated piezoelectric rectangular plate
|
Zhang, Y.F.
|
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173 |
C |
p. 89-106
|
artikel
|
| 6 |
Analytical model for shear strength estimation of reinforced concrete beam-column joints
|
Massone, Leonardo M.
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173 |
C |
p. 681-692
|
artikel
|
| 7 |
Analytical solution of three-dimensional two-layer composite beam with interlayer slips
|
Čas, B.
|
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173 |
C |
p. 269-282
|
artikel
|
| 8 |
An energy allocation based design approach for flexible rockfall protection barriers
|
Xu, Hu
|
|
|
173 |
C |
p. 831-852
|
artikel
|
| 9 |
A new nonlinearly tapered FGM piezoelectric energy harvester
|
Keshmiri, Alireza
|
|
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173 |
C |
p. 52-60
|
artikel
|
| 10 |
An integrated risk assessment of onshore gas transmission pipelines based on defect population
|
Witek, Maciej
|
|
|
173 |
C |
p. 150-165
|
artikel
|
| 11 |
A softened membrane model for composite box-girders with corrugated steel webs under pure torsion
|
Shen, Kongjian
|
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173 |
C |
p. 357-371
|
artikel
|
| 12 |
Assessment of the efficiency of traditional earthquake resistant techniques for vernacular architecture
|
Ortega, Javier
|
|
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173 |
C |
p. 1-27
|
artikel
|
| 13 |
A strategy for the finite element modeling of FRP-confined concrete columns subjected to preload
|
Ferrotto, M.F.
|
|
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173 |
C |
p. 1054-1067
|
artikel
|
| 14 |
Behavior and design of high-strength circular reinforced concrete columns subjected to axial compression
|
Eid, Rami
|
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173 |
C |
p. 472-480
|
artikel
|
| 15 |
Calibrations of numerical models by experimental impact tests using scaled steel boxes
|
Wang, J.J.
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|
|
173 |
C |
p. 481-494
|
artikel
|
| 16 |
Circuit nonlinearity effect on the performance of an electromagnetic energy harvester-structure system
|
Loong, Cheng Ning
|
|
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173 |
C |
p. 449-459
|
artikel
|
| 17 |
Computationally effective and accurate simulation of cyclic behaviour of old reinforced concrete columns
|
Lee, Chang Seok
|
|
|
173 |
C |
p. 892-907
|
artikel
|
| 18 |
Co-rotational 3D beam element for nonlinear dynamic analysis of risers manufactured with functionally graded materials (FGMs)
|
Albino, J.C.R.
|
|
|
173 |
C |
p. 283-299
|
artikel
|
| 19 |
Deck-pier connection detail for the simple for dead load and continuous for live load bridge system in seismic regions
|
Taghinezhadbilondy, Ramin
|
|
|
173 |
C |
p. 76-88
|
artikel
|
| 20 |
Deck rotation of straight bridges induced by asymmetric characteristics and effect of transverse diaphragms
|
Peralta, L.
|
|
|
173 |
C |
p. 729-743
|
artikel
|
| 21 |
Development of the multiple tenon timber connection based on experimental studies and FE simulation
|
Claus, Timo
|
|
|
173 |
C |
p. 331-339
|
artikel
|
| 22 |
Displacement and mixed fibre beam elements for modelling of slender reinforced concrete structures under cyclic loads
|
Mehanny Gendy, Samer Sabry F.
|
|
|
173 |
C |
p. 620-630
|
artikel
|
| 23 |
Downtime estimation and analysis of lifelines after an earthquake
|
Kammouh, Omar
|
|
|
173 |
C |
p. 393-403
|
artikel
|
| 24 |
Editorial Board
|
|
|
|
173 |
C |
p. ii
|
artikel
|
| 25 |
Effect of axial stiffness of NSM FRP reinforcement and concrete cover confinement on flexural behaviour of strengthened RC beams: Experimental and numerical study
|
Sharaky, I.A.
|
|
|
173 |
C |
p. 987-1001
|
artikel
|
| 26 |
Evaluation of the flexural strength and serviceability of concrete beams reinforced with different types of GFRP bars
|
El-Nemr, Amr
|
|
|
173 |
C |
p. 606-619
|
artikel
|
| 27 |
Experimental and numerical investigation of the collapse of pointed masonry arches under quasi-static horizontal loading
|
Misseri, Giulia
|
|
|
173 |
C |
p. 180-190
|
artikel
|
| 28 |
Experimental and numerical studies of ultra-high performance concrete targets against high-velocity projectile impacts
|
Liu, Jian
|
|
|
173 |
C |
p. 166-179
|
artikel
|
| 29 |
Experimental assessment of the in-plane/out-of-plane interaction in unreinforced masonry infill walls
|
Ricci, Paolo
|
|
|
173 |
C |
p. 960-978
|
artikel
|
| 30 |
Experimental study on RC beams strengthened with CFRP rod panels
|
Jawdhari, Akram
|
|
|
173 |
C |
p. 693-705
|
artikel
|
| 31 |
Experimental study on the behavior of precast segmental column with domed shear key and unbonded Post-Tensioning tendon under impact loading
|
Zhang, Xihong
|
|
|
173 |
C |
p. 589-605
|
artikel
|
| 32 |
Experimental study on the hysteretic behavior of ECC-encased CFST columns
|
Cai, Jingming
|
|
|
173 |
C |
p. 107-121
|
artikel
|
| 33 |
Failure modes prediction of masonry voussoir arches on moving supports
|
Galassi, Stefano
|
|
|
173 |
C |
p. 706-717
|
artikel
|
| 34 |
Fatigue repair of underwater navigation steel structures using Carbon Fiber Reinforced Polymer (CFRP)
|
Riveros, Guillermo A.
|
|
|
173 |
C |
p. 718-728
|
artikel
|
| 35 |
Finite element analysis on the seismic behavior of fully prefabricated steel frames
|
Yin, Hao
|
|
|
173 |
C |
p. 28-51
|
artikel
|
| 36 |
Flexural behavior of RC beams strengthened with NSM GFRP strips after exposed to high temperatures
|
Truong, Gia Toai
|
|
|
173 |
C |
p. 203-215
|
artikel
|
| 37 |
Flexural strength and stiffness of block-out connections for steel columns
|
Richards, Paul W.
|
|
|
173 |
C |
p. 404-415
|
artikel
|
| 38 |
Free vibration of axially functionally graded beams using the asymptotic development method
|
Cao, Dongxing
|
|
|
173 |
C |
p. 442-448
|
artikel
|
| 39 |
Gusset design considering buckling forces in frame and brace action directions: Test and finite element analysis of a self-centering braced frame for verification
|
Chou, Chung-Che
|
|
|
173 |
C |
p. 643-655
|
artikel
|
| 40 |
High-resolution finite element modeling for bond in high-strength concrete beam
|
Seok, Seungwook
|
|
|
173 |
C |
p. 918-932
|
artikel
|
| 41 |
Load limiters on shores: Design and experimental research
|
Buitrago, Manuel
|
|
|
173 |
C |
p. 1029-1038
|
artikel
|
| 42 |
Load transmission between slabs and shores during the construction of RC building structures – A review
|
Buitrago, Manuel
|
|
|
173 |
C |
p. 951-959
|
artikel
|
| 43 |
Mapping deformations and inferring movements of masonry arch bridges using point cloud data
|
Ye, C.
|
|
|
173 |
C |
p. 530-545
|
artikel
|
| 44 |
Multiple analytical mode decompositions for nonlinear system identification from forced vibration
|
Qu, Hongya
|
|
|
173 |
C |
p. 979-986
|
artikel
|
| 45 |
Multitechnical approach for damage assessment and reinforcement of buildings located on subsiding areas: Study case of a 7-story RC building in Murcia (SE Spain)
|
Díaz, E.
|
|
|
173 |
C |
p. 744-757
|
artikel
|
| 46 |
Multi-unit rolling isolation system arrays: Analytical model and sensitivity analysis
|
Casey, C.D.
|
|
|
173 |
C |
p. 656-668
|
artikel
|
| 47 |
Nonlinear behavior of single bolted flange joints: A novel analytical model
|
Meisami, Farhad
|
|
|
173 |
C |
p. 908-917
|
artikel
|
| 48 |
Nonlinear dynamic response of steel materials and plain plate systems to impact loads: Review and validation
|
Mortazavi, Maryam
|
|
|
173 |
C |
p. 758-767
|
artikel
|
| 49 |
Nonlinear structural dynamic analysis by a stabilized central difference method
|
Soares Jr., Delfim
|
|
|
173 |
C |
p. 383-392
|
artikel
|
| 50 |
Numerical investigation of non-linear equivalent-frame models for regular masonry walls
|
Siano, Rossella
|
|
|
173 |
C |
p. 512-529
|
artikel
|
| 51 |
Numerical investigations into the behavior of light rail bridges
|
Ji, Yongcheng
|
|
|
173 |
C |
p. 216-230
|
artikel
|
| 52 |
On the geometry design of the stiffened pipe structure: A finite element model
|
Fang, Ming
|
|
|
173 |
C |
p. 853-869
|
artikel
|
| 53 |
Optimization of height-wise damper distributions considering practical design issues
|
Saitua, Felipe
|
|
|
173 |
C |
p. 768-786
|
artikel
|
| 54 |
OSB sheathed light-frame timber shear walls with strong anchorage subjected to vertical load, bending moment, and monotonic lateral load
|
Sadeghi Marzaleh, Abdollah
|
|
|
173 |
C |
p. 787-799
|
artikel
|
| 55 |
Out-of-plane behaviour of masonry specimens strengthened with ECC under impact loading
|
Pourfalah, Saeed
|
|
|
173 |
C |
p. 1002-1018
|
artikel
|
| 56 |
Out-of-plane flexure behaviour of fly ash-lime-gypsum brick masonry walls
|
Gourav, K.
|
|
|
173 |
C |
p. 241-250
|
artikel
|
| 57 |
Out-of-plane structural identification of a masonry infill wall inside beam-column RC frames
|
De Angelis, Alessandra
|
|
|
173 |
C |
p. 546-558
|
artikel
|
| 58 |
Peak factor statistics of wind effects for hyperbolic paraboloid roofs
|
Rizzo, Fabio
|
|
|
173 |
C |
p. 313-330
|
artikel
|
| 59 |
Performance and sensitivity analysis of UHPFRC-strengthened bridge columns subjected to vehicle collisions
|
Fan, Wei
|
|
|
173 |
C |
p. 251-268
|
artikel
|
| 60 |
Push-out behavior of headed shear studs welded on thin plates and embedded in UHPC
|
Kruszewski, Dominic
|
|
|
173 |
C |
p. 429-441
|
artikel
|
| 61 |
Research and practice on progressive collapse and robustness of building structures in the 21st century
|
Adam, Jose M.
|
|
|
173 |
C |
p. 122-149
|
artikel
|
| 62 |
Seismic behaviour of connections between prefabricated RC flat slabs and square steel tube columns
|
Zhang, Ailin
|
|
|
173 |
C |
p. 800-812
|
artikel
|
| 63 |
Seismic-resistant self-centering rocking core system with buckling restrained columns
|
Blebo, Felix C.
|
|
|
173 |
C |
p. 372-382
|
artikel
|
| 64 |
Seismic response evaluation of medical gas and fire-protection pipelines’ Tee-Joints
|
Blasi, Gianni
|
|
|
173 |
C |
p. 1039-1053
|
artikel
|
| 65 |
Shape optimization of railroad vibration energy harvester for structural robustness and power generation performance
|
Nezami, Saman
|
|
|
173 |
C |
p. 460-471
|
artikel
|
| 66 |
Simple cross-laminated timber shear connections with spatially arranged screws
|
Loss, Cristiano
|
|
|
173 |
C |
p. 340-356
|
artikel
|
| 67 |
SSI effects on seismic demand of reinforced concrete moment resisting frames
|
Tomeo, Romeo
|
|
|
173 |
C |
p. 559-572
|
artikel
|
| 68 |
Stability analysis of oil-conveying pipes on two-parameter foundations with generalized boundary condition by means of Green’s functions
|
Li, M.
|
|
|
173 |
C |
p. 300-312
|
artikel
|
| 69 |
Stress paths of confined concrete in axially loaded circular concrete-filled steel tube stub columns
|
Lin, Siqi
|
|
|
173 |
C |
p. 1019-1028
|
artikel
|
| 70 |
Structural behaviour and design of elliptical high-strength concrete-filled steel tubular short compression members
|
Hassanein, M.F.
|
|
|
173 |
C |
p. 495-511
|
artikel
|
| 71 |
The effects of retrofitting RC frames by X-bracing on the seismic performance of columns
|
Rahimi, A
|
|
|
173 |
C |
p. 813-830
|
artikel
|
| 72 |
The importance of correlation among flutter derivatives for the reliability based optimum design of suspension bridges
|
Kusano, Ibuki
|
|
|
173 |
C |
p. 416-428
|
artikel
|
| 73 |
Using dynamic measurements to detect and locate ruptured cables on a tensegrity structure
|
Sychterz, Ann C.
|
|
|
173 |
C |
p. 631-642
|
artikel
|
| 74 |
Vibration analysis of rotating toroidal shell by the Rayleigh-Ritz method and Fourier series
|
Senjanović, Ivo
|
|
|
173 |
C |
p. 870-891
|
artikel
|
| 75 |
Vibration control of vortex-induced vibrations of a bridge deck by a single-side pounding tuned mass damper
|
Wang, Wenxi
|
|
|
173 |
C |
p. 61-75
|
artikel
|
| 76 |
Wind resistant size optimization of geometrically nonlinear lattice structures using a modified optimality criterion method
|
Fu, Ji-Yang
|
|
|
173 |
C |
p. 573-588
|
artikel
|
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