| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Anti-progressive collapse mechanism of long-span single-layer spatial grid structures
|
Tian, Limin
|
|
2018
|
144 |
C |
p. 270-282
|
artikel
|
| 2 |
Behaviour and design of demountable beam-to-column composite bolted joints with extended end-plates
|
Wang, Jia
|
|
2018
|
144 |
C |
p. 221-235
|
artikel
|
| 3 |
Behaviour of hexagonal concrete-encased CFST columns subjected to cyclic bending
|
Ma, Dan-Yang
|
|
2018
|
144 |
C |
p. 283-294
|
artikel
|
| 4 |
Collapse of HSLA steel pipes under corrosion exposure and uniaxial inelastic cycling
|
Talebi, M.
|
|
2018
|
144 |
C |
p. 253-269
|
artikel
|
| 5 |
Concrete-encased CFST columns under combined compression and torsion: Analytical behaviour
|
Li, Shuai
|
|
2018
|
144 |
C |
p. 236-252
|
artikel
|
| 6 |
Editorial Board
|
|
|
2018
|
144 |
C |
p. ii
|
artikel
|
| 7 |
Effects of non-welded multi-rib stiffeners on the performance of steel plate shear walls
|
Yu, Jin-Guang
|
|
2018
|
144 |
C |
p. 1-12
|
artikel
|
| 8 |
Experimental investigation on hysteretic behavior of simply supported steel-concrete composite beam
|
Fa-xing, Ding
|
|
2018
|
144 |
C |
p. 153-165
|
artikel
|
| 9 |
Experiments on the global buckling and collapse of built-up cold-formed steel columns
|
Fratamico, David C.
|
|
2018
|
144 |
C |
p. 65-80
|
artikel
|
| 10 |
Hysteretic behaviour of steel storage rack beam-to-upright boltless connections
|
Zhao, Xianzhong
|
|
2018
|
144 |
C |
p. 81-105
|
artikel
|
| 11 |
Influence of corrosion and surface roughness on wettability of ASTM A36 steels
|
Sajid, Hizb Ullah
|
|
2018
|
144 |
C |
p. 310-326
|
artikel
|
| 12 |
Lateral distortional buckling of rivet fastened rectangular hollow flange channel beams
|
Siahaan, Ropalin
|
|
2018
|
144 |
C |
p. 295-309
|
artikel
|
| 13 |
Lateral-torsional buckling behavior of hot-rolled steel beams with flange upstands
|
Mudenda, Kenny
|
|
2018
|
144 |
C |
p. 53-64
|
artikel
|
| 14 |
Local-flexural interactive buckling of standard and optimised cold-formed steel columns
|
Ye, Jun
|
|
2018
|
144 |
C |
p. 106-118
|
artikel
|
| 15 |
New reduction factor for Cracked Square hollow section K-joints
|
Vipin, S.P.
|
|
2018
|
144 |
C |
p. 166-175
|
artikel
|
| 16 |
Numerical investigation into high strength Q690 steel columns of welded H-sections under combined compression and bending
|
Ma, Tian-Yu
|
|
2018
|
144 |
C |
p. 119-134
|
artikel
|
| 17 |
Numerical investigations on elastic buckling and hysteretic behavior of steel angles assembled buckling-restrained braces
|
Tong, Jing-Zhong
|
|
2018
|
144 |
C |
p. 21-39
|
artikel
|
| 18 |
Pseudo-static tests of terminal stirrup-confined concrete-filled rectangular steel tubular columns
|
Ding, Fa-xing
|
|
2018
|
144 |
C |
p. 135-152
|
artikel
|
| 19 |
Pull-out capacity of multiple screw fastener connections in cold-formed steel roof battens
|
Sivapathasundaram, Mayooran
|
|
2018
|
144 |
C |
p. 40-52
|
artikel
|
| 20 |
Pull-out tests on tube to sheet joints fabricated by endforming
|
Agrawal, Arvind K.
|
|
2018
|
144 |
C |
p. 186-197
|
artikel
|
| 21 |
Statistical size effect of flexural members in steel structures
|
Li, Zheng
|
|
2018
|
144 |
C |
p. 176-185
|
artikel
|
| 22 |
Steady- and transient-state response of cold-formed steel-to-steel screwed connections at elevated temperatures
|
Chen, Wei
|
|
2018
|
144 |
C |
p. 13-20
|
artikel
|
| 23 |
Study on two-level-yielding steel coupling beams for seismic-resistance of shear wall systems
|
Li, Guo-Qiang
|
|
2018
|
144 |
C |
p. 327-343
|
artikel
|
| 24 |
Tensile capacity of self-piercing rivet connections in thin-walled steel structures
|
Xie, Zhiqiang
|
|
2018
|
144 |
C |
p. 211-220
|
artikel
|
| 25 |
Two novel shear fuses in moment resisting frames
|
Rezazadeh Kalehbasti, P.
|
|
2018
|
144 |
C |
p. 198-210
|
artikel
|
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