| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A modal pushdown procedure for progressive collapse analysis of steel frame structures
|
Ferraioli, Massimiliano
|
|
2019
|
156 |
C |
p. 227-241
|
artikel
|
| 2 |
A new damage index for steel MRFs based on incremental dynamic analysis
|
Mohebi, B.
|
|
2019
|
156 |
C |
p. 137-154
|
artikel
|
| 3 |
A probabilistic framework for stability assessment of existing spatial structures
|
Liu, Jun
|
|
2019
|
156 |
C |
p. 96-104
|
artikel
|
| 4 |
Behavior and design of cold-formed and hot-finished steel elliptical tubular stub columns
|
Cai, Yancheng
|
|
2019
|
156 |
C |
p. 252-265
|
artikel
|
| 5 |
Behaviour of four-legged square CFST latticed members under lateral cyclic loading
|
Yang, You-Fu
|
|
2019
|
156 |
C |
p. 54-74
|
artikel
|
| 6 |
Cold-formed steel ledger-framed construction floor-to-wall connection behavior and strength
|
Ayhan, D.
|
|
2019
|
156 |
C |
p. 215-226
|
artikel
|
| 7 |
Corrigendum
|
|
|
2019
|
156 |
C |
p. 302
|
artikel
|
| 8 |
Designing steel bridges for fire safety
|
Kodur, V.K.R.
|
|
2019
|
156 |
C |
p. 46-53
|
artikel
|
| 9 |
Editorial Board
|
|
|
2019
|
156 |
C |
p. ii
|
artikel
|
| 10 |
Experimental and numerical study of cold-drawn duplex stainless steel square tube columns
|
Shu, Ganping
|
|
2019
|
156 |
C |
p. 155-166
|
artikel
|
| 11 |
Flexural behavior investigation of the CFS truss beams with self-piercing riveted connection
|
Song, Linlin
|
|
2019
|
156 |
C |
p. 28-45
|
artikel
|
| 12 |
Impact failure analysis of corrugated steel plate in LNG containment cargo system
|
Kim, Myung-Sung
|
|
2019
|
156 |
C |
p. 287-301
|
artikel
|
| 13 |
Investigation of European flexural and lateral torsional buckling interaction
|
Jönsson, Jeppe
|
|
2019
|
156 |
C |
p. 105-121
|
artikel
|
| 14 |
Investigation on crack behaviours by closing its surface using impact treatment
|
YuanZhou, Zhiyuan
|
|
2019
|
156 |
C |
p. 1-8
|
artikel
|
| 15 |
Mechanical and seismic behaviors of bottom-flange-bolted upper-flange-welded through-diaphragm connections
|
Yu, Yujie
|
|
2019
|
156 |
C |
p. 86-95
|
artikel
|
| 16 |
Periods of BRB steel buildings designed with variable seismic-force demands
|
Abou-Elfath, Hamdy
|
|
2019
|
156 |
C |
p. 192-201
|
artikel
|
| 17 |
Probabilistic seismic demand model and fragility analysis of transmission tower subjected to near-field ground motions
|
Tian, Li
|
|
2019
|
156 |
C |
p. 266-275
|
artikel
|
| 18 |
Residual stress relaxation at innovative both-side welded rib-to-deck joints under cyclic loading
|
Cui, Chuang
|
|
2019
|
156 |
C |
p. 9-17
|
artikel
|
| 19 |
Retraction notice to “Fatigue property study and life assessment of composite girders with two corrugated steel webs” [J. Constr. Steel Res., 141 (2018), pp. 287–295]
|
Yuan, Shucheng
|
|
2019
|
156 |
C |
p. 303
|
artikel
|
| 20 |
Sectional constitutive model for the thin-walled steel H-section beam-column element
|
Cheng, Xin
|
|
2019
|
156 |
C |
p. 202-214
|
artikel
|
| 21 |
Seismic behavior of self-centering concrete-filled square steel tubular (CFST) Column Base
|
Wang, Xian-Tie
|
|
2019
|
156 |
C |
p. 75-85
|
artikel
|
| 22 |
Seismic performance of bolted connection of H-beam to HSS-column with web end-plate
|
Liu, Xue Chun
|
|
2019
|
156 |
C |
p. 167-181
|
artikel
|
| 23 |
Seismic performance of cold-formed steel bolted moment connections with bolting friction-slip mechanism
|
Ye, Jun
|
|
2019
|
156 |
C |
p. 122-136
|
artikel
|
| 24 |
Static and fatigue behavior of steel-concrete composite beams with corroded studs
|
Chen, Ju
|
|
2019
|
156 |
C |
p. 18-27
|
artikel
|
| 25 |
Stiffness modelling of 2D welded joints using metamodels based on mode shapes
|
Bayo, Eduardo
|
|
2019
|
156 |
C |
p. 242-251
|
artikel
|
| 26 |
Study on collapse of steel-reinforced concrete structure caused by self-weight during construction
|
Peng, Jui-Lin
|
|
2019
|
156 |
C |
p. 276-286
|
artikel
|
| 27 |
Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion
|
Konate, Mamadou
|
|
2019
|
156 |
C |
p. 182-191
|
artikel
|
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