| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An evaluation method to predict progressive collapse resistance of steel frame structures
|
Chen, Chang Hong
|
|
2016
|
122 |
C |
p. 238-250
13 p.
|
artikel
|
| 2 |
An experimental study on a novel cold-formed steel connection for light gauge open channel steel trusses
|
Ahmadi, Amin
|
|
2016
|
122 |
C |
p. 70-79
10 p.
|
artikel
|
| 3 |
Axial and lateral stress–strain model for concrete-filled steel tubes
|
Kwan, A.K.H.
|
|
2016
|
122 |
C |
p. 421-433
13 p.
|
artikel
|
| 4 |
Behavior of multi-story code-designed steel plate shear wall structures regarding bay width
|
Gholipour, Masoumeh
|
|
2016
|
122 |
C |
p. 40-56
17 p.
|
artikel
|
| 5 |
Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations
|
Li, Tian-Ji
|
|
2016
|
122 |
C |
p. 379-394
16 p.
|
artikel
|
| 6 |
Behaviour of restrained steel beam with reduced beam section exposed to fire
|
Guo, Zhen
|
|
2016
|
122 |
C |
p. 434-444
11 p.
|
artikel
|
| 7 |
Behaviour of steel-concrete-steel SHS X-joints under axial compression
|
Chen, Yu
|
|
2016
|
122 |
C |
p. 469-487
19 p.
|
artikel
|
| 8 |
Bending–shear interaction in short coupling steel beams with reduced beam section
|
Crisan, Andrei
|
|
2016
|
122 |
C |
p. 190-197
8 p.
|
artikel
|
| 9 |
Curving structural steel girders by two-point bending
|
Gergess, Antoine
|
|
2016
|
122 |
C |
p. 511-519
9 p.
|
artikel
|
| 10 |
Dual seismic-resistant steel frame with high post-yield stiffness energy-dissipative braces for residual drift reduction
|
Baiguera, Marco
|
|
2016
|
122 |
C |
p. 198-212
15 p.
|
artikel
|
| 11 |
Dynamic performance of axially and rotationally restrained steel columns under fire
|
Jiang, Binhui
|
|
2016
|
122 |
C |
p. 308-315
8 p.
|
artikel
|
| 12 |
Editorial Board
|
|
|
2016
|
122 |
C |
p. IFC-
1 p.
|
artikel
|
| 13 |
Efficient progressive collapse analysis for robustness evaluation of buildings experiencing column removal
|
Tay, C.G.
|
|
2016
|
122 |
C |
p. 395-408
14 p.
|
artikel
|
| 14 |
Experimental and numerical study of steel-timber composite (STC) beams
|
Hassanieh, A.
|
|
2016
|
122 |
C |
p. 367-378
12 p.
|
artikel
|
| 15 |
Experimental assessment of the flexural behaviour of circular rubberized concrete-filled steel tubes
|
Silva, A.
|
|
2016
|
122 |
C |
p. 557-570
14 p.
|
artikel
|
| 16 |
Experimental behaviour of concrete-filled steel tubular members under lateral shear loads
|
Ye, Yong
|
|
2016
|
122 |
C |
p. 226-237
12 p.
|
artikel
|
| 17 |
Experimental investigation of locally and distortionally buckled portal frames
|
Zhang, Xi
|
|
2016
|
122 |
C |
p. 571-583
13 p.
|
artikel
|
| 18 |
Experimental studies on the behavior of concrete-filled steel tubes incorporating crumb rubber
|
Abendeh, Raed
|
|
2016
|
122 |
C |
p. 251-260
10 p.
|
artikel
|
| 19 |
Experimental study of a replaceable steel coupling beam with an end-plate connection
|
Farsi, Alireza
|
|
2016
|
122 |
C |
p. 138-150
13 p.
|
artikel
|
| 20 |
Experimental study on demountable shear connectors in composite slabs with profiled decking
|
Rehman, N.
|
|
2016
|
122 |
C |
p. 178-189
12 p.
|
artikel
|
| 21 |
Experimental study on hysteretic behavior of structural stainless steels under cyclic loading
|
Zhou, Feng
|
|
2016
|
122 |
C |
p. 94-109
16 p.
|
artikel
|
| 22 |
Experimental study on the lateral thrust generated by core buckling in bolted-BRBs
|
Metelli, Giovanni
|
|
2016
|
122 |
C |
p. 409-420
12 p.
|
artikel
|
| 23 |
Fatigue evaluation of a composite railway bridge based on fracture mechanics through global–local dynamic analysis
|
Zhou, Hui
|
|
2016
|
122 |
C |
p. 1-13
13 p.
|
artikel
|
| 24 |
Flexural buckling of welded austenitic and duplex stainless steel I-section columns
|
Yang, Lu
|
|
2016
|
122 |
C |
p. 339-353
15 p.
|
artikel
|
| 25 |
Investigation of CFS shear walls with one and two-sided steel sheeting
|
Attari, Nader K.A.
|
|
2016
|
122 |
C |
p. 292-307
16 p.
|
artikel
|
| 26 |
Investigations on the mechanical behavior of suspend-dome with semirigid joints
|
Chen, Zhihua
|
|
2016
|
122 |
C |
p. 14-24
11 p.
|
artikel
|
| 27 |
Load-slip behaviour of steel-cross laminated timber (CLT) composite connections
|
Hassanieh, A.
|
|
2016
|
122 |
C |
p. 110-121
12 p.
|
artikel
|
| 28 |
Local buckling in laterally restrained steel beam-columns in case of fire
|
Couto, Carlos
|
|
2016
|
122 |
C |
p. 543-556
14 p.
|
artikel
|
| 29 |
Modified slenderness limits for bending resistance of longitudinally stiffened plate girders
|
Park, Yong Myung
|
|
2016
|
122 |
C |
p. 354-366
13 p.
|
artikel
|
| 30 |
Optimum design of cold-formed steel beams using Particle Swarm Optimisation method
|
Ye, Jun
|
|
2016
|
122 |
C |
p. 80-93
14 p.
|
artikel
|
| 31 |
Post-fire behaviour of eccentrically loaded reinforced concrete columns confined by circular steel tubes
|
Liu, Faqi
|
|
2016
|
122 |
C |
p. 495-510
16 p.
|
artikel
|
| 32 |
Post weld heat treatment for high strength steel welded connections
|
Zhao, M.S.
|
|
2016
|
122 |
C |
p. 167-177
11 p.
|
artikel
|
| 33 |
Prediction of local seismic damage in steel moment resisting frames
|
Sultana, Papia
|
|
2016
|
122 |
C |
p. 122-137
16 p.
|
artikel
|
| 34 |
Research on damage evolution in thick steel plates
|
Yang, Na
|
|
2016
|
122 |
C |
p. 213-225
13 p.
|
artikel
|
| 35 |
Residual stresses in welded I-shaped sections fabricated from Q460GJ structural steel plates
|
Yang, Bo
|
|
2016
|
122 |
C |
p. 261-273
13 p.
|
artikel
|
| 36 |
Second-order effects in locally and/or distortionally buckled frames and design based on beam element analysis
|
Zhang, Xi
|
|
2016
|
122 |
C |
p. 57-69
13 p.
|
artikel
|
| 37 |
Seismic behaviour of through-beam connection between square CFST columns and RC beams
|
Tang, Xu-Lin
|
|
2016
|
122 |
C |
p. 151-166
16 p.
|
artikel
|
| 38 |
Seismic design of multistory tension-only concentrically braced beam-through frames aimed at uniform inter-story drift
|
Wang, Wei
|
|
2016
|
122 |
C |
p. 326-338
13 p.
|
artikel
|
| 39 |
Seismic performance evaluation and design of steel structures equipped with dual-pipe dampers
|
Mahjoubi, Saeed
|
|
2016
|
122 |
C |
p. 25-39
15 p.
|
artikel
|
| 40 |
Stability of prestressed stayed steel columns with a three branch crossarm system
|
Li, Pengcheng
|
|
2016
|
122 |
C |
p. 274-291
18 p.
|
artikel
|
| 41 |
Stress concentration analysis of an orthotropic sandwich bridge deck under wheel loading
|
Shan, Chenglin
|
|
2016
|
122 |
C |
p. 488-494
7 p.
|
artikel
|
| 42 |
Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls
|
Bahrebar, Milad
|
|
2016
|
122 |
C |
p. 584-594
11 p.
|
artikel
|
| 43 |
Tensile behavior of high performance structural steel T-stub joints
|
Zhao, M.S.
|
|
2016
|
122 |
C |
p. 316-325
10 p.
|
artikel
|
| 44 |
The cross-aisle seismic performance of storage rack base connections
|
Petrone, F.
|
|
2016
|
122 |
C |
p. 520-531
12 p.
|
artikel
|
| 45 |
Time-dependent behaviour of steel tubular columns filled with recycled coarse aggregate concrete
|
Geng, Yue
|
|
2016
|
122 |
C |
p. 455-468
14 p.
|
artikel
|
| 46 |
Transfer of Australasian bridge design to fatigue verification system of Eurocode 3
|
Hobbacher, Adolf F.
|
|
2016
|
122 |
C |
p. 532-542
11 p.
|
artikel
|
| 47 |
Y-type perfobond rib shear connectors subjected to fatigue loading on highway bridges
|
Kim, Sang-Hyo
|
|
2016
|
122 |
C |
p. 445-454
10 p.
|
artikel
|
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