nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Advanced inelastic analysis of steel structures at elevated temperatures by SCM/RPHM coupling
|
Barros, Rafael C. |
|
2018 |
145 |
C |
p. 368-385 |
artikel |
2 |
A robust method for optimization of semi-rigid steel frames subject to seismic loading
|
Truong, Viet-Hung |
|
2018 |
145 |
C |
p. 184-195 |
artikel |
3 |
Behavior of a new shear connector for U-shaped steel-concrete hybrid beams
|
Keo, Pisey |
|
2018 |
145 |
C |
p. 153-166 |
artikel |
4 |
Behavior of connections between square CFST columns and H-section steel beams
|
Li, Bin-yang |
|
2018 |
145 |
C |
p. 10-27 |
artikel |
5 |
Bending and shear buckling interaction behaviour of I-girders with longitudinally stiffened webs
|
Jáger, B. |
|
2018 |
145 |
C |
p. 504-517 |
artikel |
6 |
Bending-shear performance of column-to-column bolted-flange connections in prefabricated multi-high-rise steel structures
|
Liu, X.C. |
|
2018 |
145 |
C |
p. 28-48 |
artikel |
7 |
Buckling behavior of cylindrical steel tanks with concavity of vertical weld line imperfection
|
Rastgar, Mehdi |
|
2018 |
145 |
C |
p. 289-299 |
artikel |
8 |
Collapse resistance of steel beam-concrete slab composite substructures subjected to middle column loss
|
Zhang, Jing-Zhou |
|
2018 |
145 |
C |
p. 471-488 |
artikel |
9 |
Comparative analysis of cyclic models for steel beams
|
Chisari, Corrado |
|
2018 |
145 |
C |
p. 315-329 |
artikel |
10 |
Component-based model of fin plate connections exposed to fire-part II: Establishing of the component-based model
|
Xie, Baochao |
|
2018 |
145 |
C |
p. 218-231 |
artikel |
11 |
Coupled thermo-mechanical simulation for the performance-based fire design of CFS drywall systems
|
Thanasoulas, Ilias D. |
|
2018 |
145 |
C |
p. 196-209 |
artikel |
12 |
Cyclic performance of double tee connections with short slotted holes
|
Huang, Jizhuo |
|
2018 |
145 |
C |
p. 254-265 |
artikel |
13 |
Development and experimental validation of an assembled steel double-stage yield buckling restrained brace
|
Sun, Jiangbo |
|
2018 |
145 |
C |
p. 330-340 |
artikel |
14 |
Editorial Board
|
|
|
2018 |
145 |
C |
p. ii |
artikel |
15 |
Experimental and model investigation on residual stresses in Q460GJ thick-walled I-shaped sections
|
Yang, Bo |
|
2018 |
145 |
C |
p. 489-503 |
artikel |
16 |
Experimental and numerical investigation of ductile fracture of carbon steel structural components
|
Song, Qian-Yi |
|
2018 |
145 |
C |
p. 425-437 |
artikel |
17 |
Experimental investigation of slitted web steel moment resisting frame
|
Dolatshahi, Kiarash M. |
|
2018 |
145 |
C |
p. 438-448 |
artikel |
18 |
Experimental investigation on seismic performance of endplate composite joints to CFST columns
|
Wang, Jingfeng |
|
2018 |
145 |
C |
p. 352-367 |
artikel |
19 |
Experimental study of non-load bearing light gauge steel framed walls in fire
|
Ariyanayagam, Anthony Deloge |
|
2018 |
145 |
C |
p. 529-551 |
artikel |
20 |
Experimental study on fatigue behavior of Q420 high-strength steel at low temperatures
|
Zhang, Dachang |
|
2018 |
145 |
C |
p. 116-127 |
artikel |
21 |
FE analysis of circular CFT columns considering bond-slip effect: Evaluation of ultimate strength
|
Hwang, Ju-young |
|
2018 |
145 |
C |
p. 266-276 |
artikel |
22 |
Fire tests on full-scale steel portal frames against progressive collapse
|
Lou, Guobiao |
|
2018 |
145 |
C |
p. 137-152 |
artikel |
23 |
Fishbone-shaped beam–column model for steel outrigger truss–concrete wall composite joints
|
Ding, Ran |
|
2018 |
145 |
C |
p. 386-396 |
artikel |
24 |
Global buckling of laterally-unrestrained Q460GJ beams with singly symmetric I-sections
|
Kang, Shao-Bo |
|
2018 |
145 |
C |
p. 341-351 |
artikel |
25 |
Hysteretic behaviour of overlapped tubular k-joints under cyclic loading
|
Zhao, Xianzhong |
|
2018 |
145 |
C |
p. 397-413 |
artikel |
26 |
Limit analysis for stiffened eight-bolted base plate connections in EHV transmission towers
|
Liu, Hongjun |
|
2018 |
145 |
C |
p. 70-81 |
artikel |
27 |
Load transfer mechanism and fatigue performance evaluation of suspender-girder composite anchorage joints at serviceability stage
|
Liu, Yangqing |
|
2018 |
145 |
C |
p. 82-96 |
artikel |
28 |
Modelling the strain rate dependent hardening of constructional steel using semi-empirical models
|
Scholl, Nicola |
|
2018 |
145 |
C |
p. 414-424 |
artikel |
29 |
Numerical simulation of a welding process using a prescribed temperature approach
|
Seleš, Karlo |
|
2018 |
145 |
C |
p. 49-57 |
artikel |
30 |
On the distortional-global interaction in cold-formed steel columns: Relevance, post-buckling behaviour, strength and DSM design
|
Martins, André Dias |
|
2018 |
145 |
C |
p. 449-470 |
artikel |
31 |
Performance of L-shaped columns comprising concrete-filled steel tubes under axial compression
|
Zhang, Wang |
|
2018 |
145 |
C |
p. 573-590 |
artikel |
32 |
Plastic strain accumulation behaviour of AH32 steel in a cyclic stress-corrosion environment
|
Sun, Yang |
|
2018 |
145 |
C |
p. 1-9 |
artikel |
33 |
Push-out tests of concrete-filled stainless steel SHS tubes
|
Feng, Ran |
|
2018 |
145 |
C |
p. 58-69 |
artikel |
34 |
Puzzle-shaped rib shear connectors subjected to combined shear and tension
|
Classen, Martin |
|
2018 |
145 |
C |
p. 232-243 |
artikel |
35 |
Rehabilitation of corroded H-piles using friction-type bolted plate-based repair system
|
Shi, Cheng |
|
2018 |
145 |
C |
p. 277-288 |
artikel |
36 |
Resistance of cold-formed built-up stainless steel columns – Part I: Experiment
|
Dobrić, Jelena |
|
2018 |
145 |
C |
p. 552-572 |
artikel |
37 |
Secondary prying of column flange in Tee-connections: Experimental investigation and mechanical modeling
|
El Kalash, Sana N. |
|
2018 |
145 |
C |
p. 518-528 |
artikel |
38 |
Seismic performance of end-plate connections between T-shaped CFST columns and RC beams
|
Peng, Zhong |
|
2018 |
145 |
C |
p. 167-183 |
artikel |
39 |
Shaking-table test of a novel buckling-restrained multi-stiffened low-yield-point steel plate shear wall
|
Ma, Zhang-yong |
|
2018 |
145 |
C |
p. 128-136 |
artikel |
40 |
Shear lag effect on ultimate tensile capacity of high strength steel angles
|
Ke, Ke |
|
2018 |
145 |
C |
p. 300-314 |
artikel |
41 |
Static behaviour and simplified design method of a Tensairity truss with a spindle-shaped airbeam
|
Cao, Zhenggang |
|
2018 |
145 |
C |
p. 244-253 |
artikel |
42 |
Stress analysis of adhesive in a cracked steel plate repaired with CFRP
|
Zhang, Yu |
|
2018 |
145 |
C |
p. 210-217 |
artikel |
43 |
Testing and analysis of different hold down devices for CFS construction
|
Pehlivan, Baris Mert |
|
2018 |
145 |
C |
p. 97-115 |
artikel |