| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A mathematical model for assessment of material requirements for cable supported bridges: Implications for conceptual design
|
Lewis, W.J.
|
|
2012
|
42 |
C |
p. 266-277
12 p.
|
artikel
|
| 2 |
Analysis of the equal principal angles assumption in the shear design of reinforced concrete members
|
Hernández-Dı´az, A.M.
|
|
2012
|
42 |
C |
p. 95-105
11 p.
|
artikel
|
| 3 |
Analytical modeling of bending of circular concrete-filled steel tubes
|
Moon, Jiho
|
|
2012
|
42 |
C |
p. 349-361
13 p.
|
artikel
|
| 4 |
An unconditionally stable algorithm with the capability of restraining the influence of actuator control errors in hybrid simulation
|
Hung, Chung-Chan
|
|
2012
|
42 |
C |
p. 168-178
11 p.
|
artikel
|
| 5 |
A simplified model for analysis of unreinforced masonry shear walls under combined axial, shear and flexural loading
|
Ghiassi, Bahman
|
|
2012
|
42 |
C |
p. 396-409
14 p.
|
artikel
|
| 6 |
Behavior of precast prestressed concrete bridge girders involving thermal effects and initial imperfections during construction
|
Lee, Jong-Han
|
|
2012
|
42 |
C |
p. 1-8
8 p.
|
artikel
|
| 7 |
Behaviour of beam-to-tubular column angle connections under shear loads
|
Liu, Y.
|
|
2012
|
42 |
C |
p. 434-456
23 p.
|
artikel
|
| 8 |
Critical factors influencing the fire performance of bolted double angle connections
|
Pakala, Purushotham
|
|
2012
|
42 |
C |
p. 106-114
9 p.
|
artikel
|
| 9 |
Cylindrical shell bending theory for orthotropic shells under general axisymmetric pressure distributions
|
Rotter, J. Michael
|
|
2012
|
42 |
C |
p. 258-265
8 p.
|
artikel
|
| 10 |
Deriving stress–strain relationships for steel fibre concrete in tension from tests of beams with ordinary reinforcement
|
Gribniak, Viktor
|
|
2012
|
42 |
C |
p. 387-395
9 p.
|
artikel
|
| 11 |
Dynamic behavior of a building structure tested with base and mid-story isolation systems
|
Wang, Shiang-Jung
|
|
2012
|
42 |
C |
p. 420-433
14 p.
|
artikel
|
| 12 |
Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results
|
Kai, Qian
|
|
2012
|
42 |
C |
p. 154-167
14 p.
|
artikel
|
| 13 |
Editorial Board
|
|
|
2012
|
42 |
C |
p. IFC-
1 p.
|
artikel
|
| 14 |
Effects of the aerodynamic uncertainties in HFFB loading schemes on the response of tall buildings with coupled dynamic modes
|
Bernardini, Enrica
|
|
2012
|
42 |
C |
p. 329-341
13 p.
|
artikel
|
| 15 |
Energy flow in progressive collapse of steel framed buildings
|
Szyniszewski, Stefan
|
|
2012
|
42 |
C |
p. 142-153
12 p.
|
artikel
|
| 16 |
Estimation of flexural capacity of quadrilateral FRP-confined RC columns using combined artificial neural network
|
Köroğlu, Mehmet Alpaslan
|
|
2012
|
42 |
C |
p. 23-32
10 p.
|
artikel
|
| 17 |
Evaluation of complex engineering models using model quality analysis
|
Reuter, Markus
|
|
2012
|
42 |
C |
p. 410-419
10 p.
|
artikel
|
| 18 |
Experimental investigations on masonry structures using external prestressing techniques for improving seismic performance
|
Ma, Renle
|
|
2012
|
42 |
C |
p. 297-307
11 p.
|
artikel
|
| 19 |
Experimental work on cold-formed steel elements for earthquake resilient moment frame buildings
|
Bagheri Sabbagh, Alireza
|
|
2012
|
42 |
C |
p. 371-386
16 p.
|
artikel
|
| 20 |
Frequency characteristics of railway bridge response to moving trains with consideration of train mass
|
Lu, Yong
|
|
2012
|
42 |
C |
p. 9-22
14 p.
|
artikel
|
| 21 |
Identification of the Vistula Mounting tower model using measured modal data
|
Tomaszewska, A.
|
|
2012
|
42 |
C |
p. 342-348
7 p.
|
artikel
|
| 22 |
Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures
|
Quaranta, G.
|
|
2012
|
42 |
C |
p. 179-189
11 p.
|
artikel
|
| 23 |
Minimum cost design of reinforced concrete T-beams at ultimate loads using Eurocode2
|
Fedghouche, Ferhat
|
|
2012
|
42 |
C |
p. 43-50
8 p.
|
artikel
|
| 24 |
Multi-phase modelling of ionic transport in concrete when subjected to an externally applied electric field
|
Liu, Qing-feng
|
|
2012
|
42 |
C |
p. 201-213
13 p.
|
artikel
|
| 25 |
On the role of equivalent strut models in the seismic assessment of infilled RC buildings
|
Uva, G.
|
|
2012
|
42 |
C |
p. 83-94
12 p.
|
artikel
|
| 26 |
Parametric study on dynamic behavior of cylindrical ground-supported tanks
|
Moslemi, M.
|
|
2012
|
42 |
C |
p. 214-230
17 p.
|
artikel
|
| 27 |
Progressive collapse assessment of framed reinforced concrete structures according to UFC guidelines for alternative path method
|
Helmy, Huda
|
|
2012
|
42 |
C |
p. 127-141
15 p.
|
artikel
|
| 28 |
Reliability and redundancy assessment of ships under different operational conditions
|
Decò, Alberto
|
|
2012
|
42 |
C |
p. 457-471
15 p.
|
artikel
|
| 29 |
Seismic performance and sensitivity of floor isolation systems in steel plate shear wall structures
|
Liu, Shi
|
|
2012
|
42 |
C |
p. 115-126
12 p.
|
artikel
|
| 30 |
Simple calculation model for evaluating the fire resistance of unreinforced concrete filled tubular columns
|
Espinos, Ana
|
|
2012
|
42 |
C |
p. 231-244
14 p.
|
artikel
|
| 31 |
Simplified models for assessment and optimal redesign of irregular planar frames
|
Varum, H.
|
|
2012
|
42 |
C |
p. 245-257
13 p.
|
artikel
|
| 32 |
Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study
|
Bernardo, L.F.A.
|
|
2012
|
42 |
C |
p. 278-296
19 p.
|
artikel
|
| 33 |
Stability design of crane columns in mill buildings
|
Simão, Pedro D.
|
|
2012
|
42 |
C |
p. 51-82
32 p.
|
artikel
|
| 34 |
Three-dimensional analysis of asymmetric shear wall structures with connecting and stiffening beams
|
Wdowicki, J.
|
|
2012
|
42 |
C |
p. 362-370
9 p.
|
artikel
|
| 35 |
Torsional balance of asymmetric structures by means of tuned mass dampers
|
Almazán, José Luis
|
|
2012
|
42 |
C |
p. 308-328
21 p.
|
artikel
|
| 36 |
Viscoelastic spider connectors for the mitigation of cable-supported façades subjected to air blast loading
|
Amadio, Claudio
|
|
2012
|
42 |
C |
p. 190-200
11 p.
|
artikel
|
| 37 |
Worst scenario detection in limit analysis of trusses against deficiency of structural components
|
Kanno, Yoshihiro
|
|
2012
|
42 |
C |
p. 33-42
10 p.
|
artikel
|
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