nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
An efficient approach for numerical simulation of concrete-filled round-ended steel tubes
|
Zhang, Qiang |
|
|
170 |
C |
p. |
artikel |
2 |
Anti-collapse resistance mechanisms in corner-supported modular steel buildings
|
Alembagheri, M. |
|
|
170 |
C |
p. |
artikel |
3 |
Application of slit link beam in eccentrically braced frames
|
Askariani, Seyed Saeed |
|
|
170 |
C |
p. |
artikel |
4 |
Assessment of fatigue life and reliability of high-mast luminaire structures
|
Tsai, Li-Wei |
|
|
170 |
C |
p. |
artikel |
5 |
A study on Nb-V microalloyed steel for 460 MPa grade H-section columns
|
Koo, Bon Seung |
|
|
170 |
C |
p. |
artikel |
6 |
Axial behaviour of concrete-filled corrugated steel tubular column embedded with structural steel
|
Fang, Yong |
|
|
170 |
C |
p. |
artikel |
7 |
Axial-moment interaction of high strength concrete encased steel composite columns: Design recommendation
|
Lai, Binglin |
|
|
170 |
C |
p. |
artikel |
8 |
Behavior of eccentrically loaded circular CFRP-steel composite tubed steel-reinforced high-strength concrete columns
|
Yang, Junlong |
|
|
170 |
C |
p. |
artikel |
9 |
Behavior of octagonal concrete-filled double-skin steel tube stub columns under axial compression
|
Alqawzai, Shagea |
|
|
170 |
C |
p. |
artikel |
10 |
Behavior of thread-fixed one-side bolted T-stubs with backing plates at ambient and elevated temperatures
|
Wang, Peijun |
|
|
170 |
C |
p. |
artikel |
11 |
Behaviour of bolted steel splice connections under fire
|
Akagwu, Paul |
|
|
170 |
C |
p. |
artikel |
12 |
Behaviour of steel plate shear walls with different types of partially-encased H-section columns
|
Yu, Jin-guang |
|
|
170 |
C |
p. |
artikel |
13 |
Behaviours of concrete stub columns confined by steel tubes at cold-region low temperatures
|
Yan, Jia-Bao |
|
|
170 |
C |
p. |
artikel |
14 |
Block shear failure in welded gusset plates under combined loading
|
Maleki, Shervin |
|
|
170 |
C |
p. |
artikel |
15 |
Block shear failure of S275 and S690 steel angles with single-line bolted connections
|
Jiang, Binhui |
|
|
170 |
C |
p. |
artikel |
16 |
Comparative experimental studies on the web cleat bolted CFS beam-to-column connection
|
Natesan, Vijayakumar |
|
|
170 |
C |
p. |
artikel |
17 |
Compressive behaviour and design of CFDST cross-sections with stainless steel outer tubes
|
Wang, Fangying |
|
|
170 |
C |
p. |
artikel |
18 |
Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns
|
Yan, Xi-Feng |
|
|
170 |
C |
p. |
artikel |
19 |
Concrete-filled steel tubes subjected to axial compression: Life-cycle based performance
|
Han, Lin-Hai |
|
|
170 |
C |
p. |
artikel |
20 |
Design of cold-rolled stainless steel rectangular hollow section columns
|
Zheng, Baofeng |
|
|
170 |
C |
p. |
artikel |
21 |
Design-oriented model for circular F-STC stub columns subjected to axial compression
|
Xu, Tianxiang |
|
|
170 |
C |
p. |
artikel |
22 |
Determination of shear strength of steel shear walls with three different vertical stress distributions for considering the gravity load effect
|
Lv, Yang |
|
|
170 |
C |
p. |
artikel |
23 |
Determination of U-bolt connection load capacities in overhead sign support structures
|
Liu, Zhengyu |
|
|
170 |
C |
p. |
artikel |
24 |
Dynamic instability of axially loaded elements: General considerations and seismic loading
|
Bassetti, Matteo |
|
|
170 |
C |
p. |
artikel |
25 |
Editorial Board
|
|
|
|
170 |
C |
p. |
artikel |
26 |
Experimental and numerical investigations of replaceable moment-resisting viscoelastic damper for steel frames
|
Shu, Zhan |
|
|
170 |
C |
p. |
artikel |
27 |
Experimental and theoretical investigation of concrete-filled steel tubular x-column under axial compression
|
Chen, Dejing |
|
|
170 |
C |
p. |
artikel |
28 |
Experimental study of a steel damper with X-shaped welded pipe halves
|
Guo, Wei |
|
|
170 |
C |
p. |
artikel |
29 |
Experimental study on seismic performance of the connection for ATLS modular house
|
Zhang, Jun-Feng |
|
|
170 |
C |
p. |
artikel |
30 |
Flexural behaviour of horizontally curved I-girders with round concrete-filled tubular flange
|
Gao, Fei |
|
|
170 |
C |
p. |
artikel |
31 |
Hysteretic behavior of link beams with different cross-sections and stiffener arrangements
|
Ebrahimi, Samira |
|
|
170 |
C |
p. |
artikel |
32 |
Impact fracture energy of steel welded connections in fire and post-fire
|
Ye, Kai |
|
|
170 |
C |
p. |
artikel |
33 |
Improving anti-collapse performance of steel frame with RBS connection
|
Meng, Bao |
|
|
170 |
C |
p. |
artikel |
34 |
Indentation parameters influence on the ultimate strength of panels for different stiffeners
|
Chujutalli, John H. |
|
|
170 |
C |
p. |
artikel |
35 |
Lateral instability of steel beams in fire: Behaviour, numerical modelling and design
|
Kucukler, Merih |
|
|
170 |
C |
p. |
artikel |
36 |
Material properties and residual stresses of cold-formed high-strength-steel circular hollow sections
|
Chen, Junbo |
|
|
170 |
C |
p. |
artikel |
37 |
Material properties and residual stresses of cold-formed octagonal hollow sections
|
Chen, Junbo |
|
|
170 |
C |
p. |
artikel |
38 |
Mechanical performance of welds using ASTM A709 grade 50CR steel as base metal
|
Russian, Oswaldo |
|
|
170 |
C |
p. |
artikel |
39 |
Micro-finite element damage modeling in steel plate shear walls
|
Malkeshi, F. |
|
|
170 |
C |
p. |
artikel |
40 |
Nonlinear seismic performance of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers
|
Chu, Gongling |
|
|
170 |
C |
p. |
artikel |
41 |
Numerical modelling of CFS two-storey sheathing-braced building under shaking-table excitations
|
Campiche, Alessia |
|
|
170 |
C |
p. |
artikel |
42 |
Numerical modelling of engineered cementitious composites-concrete encased steel composite columns
|
Khan, M.K.I. |
|
|
170 |
C |
p. |
artikel |
43 |
Numerical studies on steel-UHPC-steel sandwich beams with novel enhanced C-channels
|
Yan, Jia-Bao |
|
|
170 |
C |
p. |
artikel |
44 |
On the strength of stainless steel fillet welds
|
Fortan, M. |
|
|
170 |
C |
p. |
artikel |
45 |
Performance of composite L-shaped CFST columns with inner I-shaped steel under axial compression
|
Xiao, Yifei |
|
|
170 |
C |
p. |
artikel |
46 |
Performance of gypsum sheathed CFS panels under combined lateral and gravity loading
|
Ayatollahi, Seyed Reza |
|
|
170 |
C |
p. |
artikel |
47 |
Plastic stress distribution method for predicting interaction strength of steel-concrete composite cross sections
|
Behnam, Amirfarzad |
|
|
170 |
C |
p. |
artikel |
48 |
Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections
|
Qian, Kai |
|
|
170 |
C |
p. |
artikel |
49 |
Recommendations for design of sheathing bracing systems for slender cold-formed steel structural members
|
Selvaraj, Sivaganesh |
|
|
170 |
C |
p. |
artikel |
50 |
Seismic behavior of an X-deployed cable-braced bolt-assembly steel frame
|
Zhang, Ai-lin |
|
|
170 |
C |
p. |
artikel |
51 |
Seismic design and performance of self-centering-beam moment-frames
|
Huang, Xiaogang |
|
|
170 |
C |
p. |
artikel |
52 |
Seismic design of widening flange connection with fuses based on energy dissipation
|
Wang, Meng |
|
|
170 |
C |
p. |
artikel |
53 |
Seismic performance of concrete-filled SHS column-to-beam connections with slip-critical blind bolts
|
Jiao, Weifeng |
|
|
170 |
C |
p. |
artikel |
54 |
Stainless steel bolts subjected to combined tension and shear: Behaviour and design
|
Song, Yuchen |
|
|
170 |
C |
p. |
artikel |
55 |
Steel-UHPC-steel sandwich composite beams with novel enhanced C-channel connectors: Tests and analysis
|
Yan, Jia-Bao |
|
|
170 |
C |
p. |
artikel |
56 |
Study of the concrete in reinforced concrete-filled steel tube column under axial loading
|
Xiamuxi, Alifujiang |
|
|
170 |
C |
p. |
artikel |
57 |
System level response of braced frame structures under fire exposure scenarios
|
Venkatachari, S. |
|
|
170 |
C |
p. |
artikel |
58 |
Uniformly bent CFS lipped channel beams experiencing local-distortional interaction: Experimental investigation
|
Chen, Man-Tai |
|
|
170 |
C |
p. |
artikel |