| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Axial compression behavior of Q690E/Q960E high-strength steel tubes at low temperatures
|
Liu, Qingfeng
|
|
|
210 |
C |
p.
|
artikel
|
| 2 |
Axial compression performance of UHPCFCST stub columns after exposure to high temperatures
|
Yao, Tian
|
|
|
210 |
C |
p.
|
artikel
|
| 3 |
Axial compressive behavior of recycled ceramic coarse aggregate concrete-filled steel tubular columns
|
Wang, Yi
|
|
|
210 |
C |
p.
|
artikel
|
| 4 |
Behavior of circular concrete-filled steel tabular columns under monotonic and cyclic torsions
|
Cao, Vui Van
|
|
|
210 |
C |
p.
|
artikel
|
| 5 |
Behavior of frame-corrugated steel plate shear wall structure under cyclic loading
|
Zhang, Xiaoyong
|
|
|
210 |
C |
p.
|
artikel
|
| 6 |
Behavior of new hybrid connection between steel beam and concrete-encased composite column
|
Derakhshesh, Payman
|
|
|
210 |
C |
p.
|
artikel
|
| 7 |
Behavior of TOBs bolted curved T-stubs to steel tube with internal stiffener
|
Liu, Le
|
|
|
210 |
C |
p.
|
artikel
|
| 8 |
Behaviour and design of composite walls under lateral loading and combined loading
|
Mo, Jun
|
|
|
210 |
C |
p.
|
artikel
|
| 9 |
Bond-slip behavior between reactive powder concrete and H-shaped steel
|
Zhang, Lingfeng
|
|
|
210 |
C |
p.
|
artikel
|
| 10 |
Buckling behaviors and load resistance design of steel cable-arches under in-plane loads
|
Chea, Pumsakheyna
|
|
|
210 |
C |
p.
|
artikel
|
| 11 |
Comparative study on fracture characteristics of carbon and stainless steel bolt material
|
Yapici, Orhan
|
|
|
210 |
C |
p.
|
artikel
|
| 12 |
Compressive behavior of FRP-confined cruciform steel-reinforced normal- and high-strength concrete columns
|
Zeng, Jun-Jie
|
|
|
210 |
C |
p.
|
artikel
|
| 13 |
Cross-sectional behaviour of press-braked S690 high strength steel slender channel section stub columns under minor-axis combined loading
|
Zhang, Lulu
|
|
|
210 |
C |
p.
|
artikel
|
| 14 |
Cross-sectional optimization of perforated pallet rack columns against distortional and global buckling
|
Bonada, J.
|
|
|
210 |
C |
p.
|
artikel
|
| 15 |
Cyclic behavior of hot-rolled titanium-clad bimetallic steel under large plastic strain reversals
|
Hai, Letian
|
|
|
210 |
C |
p.
|
artikel
|
| 16 |
Cyclic behavior of self-slitting squat composite shear walls with concrete-filled steel tubes: Experiment
|
Guan, Minsheng
|
|
|
210 |
C |
p.
|
artikel
|
| 17 |
Dynamic compressive behaviours of stainless-clad bimetallic steel under high temperatures
|
Tian, Yiwu
|
|
|
210 |
C |
p.
|
artikel
|
| 18 |
Editorial Board
|
|
|
|
210 |
C |
p.
|
artikel
|
| 19 |
Effects of structural size and confinement on CFST column plastic hinge length
|
Jin, Liu
|
|
|
210 |
C |
p.
|
artikel
|
| 20 |
Experimental and analytical study of thin-walled stirrup-confined CFST piers under pseudo-static loading
|
Sun, Hao
|
|
|
210 |
C |
p.
|
artikel
|
| 21 |
Experimental research on shear performance of frontal fillet weld with beading defects
|
Lin, Yuhan
|
|
|
210 |
C |
p.
|
artikel
|
| 22 |
Experimental testing of stainless steel bolt assemblies at elevated temperatures
|
Shaheen, Mohamed A.
|
|
|
210 |
C |
p.
|
artikel
|
| 23 |
Experiments and proposed model for residual stresses in hot-rolled wide flange shapes
|
Skiadopoulos, Andronikos
|
|
|
210 |
C |
p.
|
artikel
|
| 24 |
Fatigue crack growth of EH36 steel in air and corrosive marine environments
|
Zhong, Ying
|
|
|
210 |
C |
p.
|
artikel
|
| 25 |
Feasibility of two-storey substructures to equivalently investigate behaviour of multi-storey steel frames
|
Qian, Kai
|
|
|
210 |
C |
p.
|
artikel
|
| 26 |
Fine analysis for non-uniform temperature field and effect of railway truss suspension bridge under solar radiation
|
Zhu, Ying
|
|
|
210 |
C |
p.
|
artikel
|
| 27 |
Fire design of stainless steel columns with hollow circular and elliptical sections
|
Arrais, Flávio
|
|
|
210 |
C |
p.
|
artikel
|
| 28 |
Fire performance of gypsum-sheathed cold-formed steel walls with rectangular section studs
|
Liu, Kang
|
|
|
210 |
C |
p.
|
artikel
|
| 29 |
Initial stiffness of connection joining I-beam to concrete-filled multicellular steel tube wall
|
Hu, Zhongzheng
|
|
|
210 |
C |
p.
|
artikel
|
| 30 |
Lateral torsional buckling analysis of corrugated steel web girders using homogenization approach
|
Pandit, Uttam Kumar
|
|
|
210 |
C |
p.
|
artikel
|
| 31 |
Local buckling analysis of axially compressed welded box-section stub columns using Q420–Q960 steel
|
Wang, Jie
|
|
|
210 |
C |
p.
|
artikel
|
| 32 |
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls
|
Guo, Juntao
|
|
|
210 |
C |
p.
|
artikel
|
| 33 |
Mechanical behavior of natural bonding interface in hollow steel-UHPC composite bridge deck
|
Zou, Yang
|
|
|
210 |
C |
p.
|
artikel
|
| 34 |
Novel geometrical model and design mechanical parameters for CMT-WAAM stainless steel
|
Huang, Yanan
|
|
|
210 |
C |
p.
|
artikel
|
| 35 |
Numerical analysis and design of cold-formed high strength steel RHS X-joints at elevated temperatures
|
Pandey, Madhup
|
|
|
210 |
C |
p.
|
artikel
|
| 36 |
Numerical assessment of stainless steel starred rolled angle sections under compression
|
Kayser, Ada M.G.
|
|
|
210 |
C |
p.
|
artikel
|
| 37 |
Numeric simulation of corroded steel bridge girder end region repairs
|
Mash, Jason A.
|
|
|
210 |
C |
p.
|
artikel
|
| 38 |
Optimal design method of the load-level isolation system for industrial steel racking
|
Bernardi, Enrico
|
|
|
210 |
C |
p.
|
artikel
|
| 39 |
Performance of concrete filled steel tubular (CFST) members with circumferential gap under lateral impact
|
Dai, Peijia
|
|
|
210 |
C |
p.
|
artikel
|
| 40 |
Performance of steel cable-stayed bridges in ship fires, part I: Numerical method and baseline fire scenario study
|
Liu, Zhi
|
|
|
210 |
C |
p.
|
artikel
|
| 41 |
Performance recovery of locally buckled reduced beam section connections by attaching buckling-restrained components
|
Chung, Yu-Lin
|
|
|
210 |
C |
p.
|
artikel
|
| 42 |
Post-fire cross-sectional behaviour of hot-rolled austenitic stainless steel channel section stub columns under combined compression and minor-axis bending
|
Li, Shuai
|
|
|
210 |
C |
p.
|
artikel
|
| 43 |
Practical temperature calculation and fire-resistant design of special-shaped concrete-filled steel tubular columns
|
Yang, Weiqi
|
|
|
210 |
C |
p.
|
artikel
|
| 44 |
Scale test of large space stainless steel structure subjected to natural fire
|
Wu, Yiwen
|
|
|
210 |
C |
p.
|
artikel
|
| 45 |
Seismic behavior of wall-type spiral stirrups-confined RC column to steel beam joint
|
Cao, Jiahao
|
|
|
210 |
C |
p.
|
artikel
|
| 46 |
Seismic behavior of welded high-performance steel beam-to-column joints with different reinforced configurations
|
Nie, Shidong
|
|
|
210 |
C |
p.
|
artikel
|
| 47 |
Shear behavior of stainless steel girders with corrugated webs
|
Amani, Mozhdeh
|
|
|
210 |
C |
p.
|
artikel
|
| 48 |
Specified pretension values and installation parameters for 2205 and 17–4 PH condition H1150 stainless steel fastener assemblies
|
Provines, Jason T.
|
|
|
210 |
C |
p.
|
artikel
|
| 49 |
Steel tube filled with recycled concrete incorporating steel-fiber reinforcement and self-stressing effect
|
Liu, Zhenzhen
|
|
|
210 |
C |
p.
|
artikel
|
| 50 |
Structural behavior of steel-concrete-steel and steel-ultra-high-performance-concrete-steel composite panels subjected to near-field blast load
|
Yu, Jun
|
|
|
210 |
C |
p.
|
artikel
|
| 51 |
Studies on resistance behavior of modified blind-bolts under pure tension and shear
|
Li, Guo-Qiang
|
|
|
210 |
C |
p.
|
artikel
|
| 52 |
Study on progressive collapse demolition method of double-layer space truss
|
Chen, Zhenming
|
|
|
210 |
C |
p.
|
artikel
|
| 53 |
Study on self-centering mechanism of different yield strength hybrid buckling restrained braces
|
Azizi, Hesam
|
|
|
210 |
C |
p.
|
artikel
|
| 54 |
Study on the simplified evaluation method of the remaining load-carrying capacity of a corroded steel I-girder end using FEA
|
Chiu, Chien-Kuo
|
|
|
210 |
C |
p.
|
artikel
|
| 55 |
Ultimate behaviour of hybrid stainless steel cross-sections
|
Bock, Marina
|
|
|
210 |
C |
p.
|
artikel
|
| 56 |
Web crippling resistances of cold-formed stainless steel sections: A proposal for EN 1993-1-4
|
Li, Hai-Ting
|
|
|
210 |
C |
p.
|
artikel
|
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