nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A continuous dynamic constitutive model for normal- and high-strength structural steels
|
Yang, Xiaoqiang |
|
|
192 |
C |
p. |
artikel |
2 |
A novel energy dissipation damper for multi-level earthquakes
|
Chen, Yun |
|
|
192 |
C |
p. |
artikel |
3 |
A partially restrained energy dissipater: Parametric analysis and application in rocking wall
|
Lu, Yujie |
|
|
192 |
C |
p. |
artikel |
4 |
Assessment of cyclic degradation effects in composite steel-concrete members
|
Sahin, B. |
|
|
192 |
C |
p. |
artikel |
5 |
Assessments on seismic performance of self-centering hybrid damping systems under far-field and near-field ground motions
|
Li, Junlin |
|
|
192 |
C |
p. |
artikel |
6 |
Axial compressive behavior of twining-bamboo-confined thin-walled steel tubular columns
|
Jin, Bei-bei |
|
|
192 |
C |
p. |
artikel |
7 |
Axial compressive behaviour of high-strength steel spiral-confined square concrete-filled steel tubular columns
|
Yuan, Fang |
|
|
192 |
C |
p. |
artikel |
8 |
Behavior of T-stub steel connections bolted to rigid bases
|
Bezerra, Luciano M. |
|
|
192 |
C |
p. |
artikel |
9 |
Behaviours of column-in-column (CIC) system under axial compression: Experimental and theoretical studies
|
Fang, Xiaojun |
|
|
192 |
C |
p. |
artikel |
10 |
Combined compression-bending performance and design of CFST with localised pitting corrosion
|
Li, Gen |
|
|
192 |
C |
p. |
artikel |
11 |
Concentric and eccentric compression performance of multiple-cell cruciform CFSTs
|
Hassam, Muhammad |
|
|
192 |
C |
p. |
artikel |
12 |
Corrigendum to “Research on mechanical behavior of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending” [J. Constr. Steel Res. 182 (2021) 106689]
|
Wang, Wen-Da |
|
|
192 |
C |
p. |
artikel |
13 |
Design of a fuse link beam-to-column connection for earthquake resistant moment frames
|
Saravanan, M. |
|
|
192 |
C |
p. |
artikel |
14 |
Design of an eccentrically buckling-restrained braced steel frame with web-bolted replaceable links
|
Yin, Zhanzhong |
|
|
192 |
C |
p. |
artikel |
15 |
Development of friction-damped seismic fuses for steel storage racks
|
Shaheen, Mahmoud S.A. |
|
|
192 |
C |
p. |
artikel |
16 |
Drop-weight impact tests on free from damage beam to column connections
|
D'Antimo, M. |
|
|
192 |
C |
p. |
artikel |
17 |
DSM with different strain hardening exponent for stainless steel lipped channel columns
|
Chen, Meihe |
|
|
192 |
C |
p. |
artikel |
18 |
Editorial Board
|
|
|
|
192 |
C |
p. |
artikel |
19 |
Elastic stability of unbraced plate-type modular steel frames with semi-rigid corner connections
|
Zhai, Ximei |
|
|
192 |
C |
p. |
artikel |
20 |
European seismic prequalification of steel beam-to-column joints: EQUALJOINTS and EQUALJOINTS-Plus projects
|
Landolfo, Raffaele |
|
|
192 |
C |
p. |
artikel |
21 |
Experimental and numerical study on high-strength steel flange-welded web-bolted connections under fire conditions
|
Qiang, Xuhong |
|
|
192 |
C |
p. |
artikel |
22 |
Experimental behavior of circular composite columns with different weld arrangements
|
Boulaares, Said |
|
|
192 |
C |
p. |
artikel |
23 |
Experimental research on the fatigue crack growth behaviour of Q420C
|
Chen, Chun-Jun |
|
|
192 |
C |
p. |
artikel |
24 |
Experimental study of U-shaped steel-concrete composite beam to square CFST column joints
|
Xu, Xing |
|
|
192 |
C |
p. |
artikel |
25 |
Experimental study on seismic performance of column-column-beam joint in panelised steel-modular structure
|
Wang, Hao |
|
|
192 |
C |
p. |
artikel |
26 |
Experimental tests of post-fire beam-column assemblies with WUF-B connections against progressive collapse
|
Guo, Zhan |
|
|
192 |
C |
p. |
artikel |
27 |
Fatigue crack growth under overload/underload in different strength structural steels
|
Liang, Hang |
|
|
192 |
C |
p. |
artikel |
28 |
HSS steel corner column to H-beam joints under cyclic bidirectional loadings: Experiment, numerical modeling, and calculation
|
Nie, Ruifeng |
|
|
192 |
C |
p. |
artikel |
29 |
Improving brace member seismic performance with amplified-deformation lever-armed dampers
|
Sarassantika, I.P. Ellsa |
|
|
192 |
C |
p. |
artikel |
30 |
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae
|
Araujo, Heitor F. |
|
|
192 |
C |
p. |
artikel |
31 |
Mechanical behaviors and constitutive model of structural steel influenced by strain aging
|
Yang, Yiting |
|
|
192 |
C |
p. |
artikel |
32 |
Mechanical properties of low-alloyed YSt-355-FR (0.126%Mo) cold-formed steel tube at elevated temperatures
|
Kumar, Waibhaw |
|
|
192 |
C |
p. |
artikel |
33 |
Numerical & experimental investigation of slotted-hidden-gap connection for square HSS brace members
|
Afifi, Mohamed |
|
|
192 |
C |
p. |
artikel |
34 |
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays
|
Ke, Ke |
|
|
192 |
C |
p. |
artikel |
35 |
Post-earthquake fire resistance of stainless steel K-joints considering gradient temperature effect
|
Xu, Jixiang |
|
|
192 |
C |
p. |
artikel |
36 |
Rotation capacity of cold-formed stainless steel RHS beams under cyclic loading
|
González-de-León, Isabel |
|
|
192 |
C |
p. |
artikel |
37 |
Screwed connections in built-up cold-formed steel members at ambient and elevated temperatures
|
Vy, Son Tung |
|
|
192 |
C |
p. |
artikel |
38 |
Seismic behavior of hollow-core infilled steel frames; an experimental and numerical study
|
Monfaredi, Parsa |
|
|
192 |
C |
p. |
artikel |
39 |
Seismic experimental assessment of beam-through beam-column connections for modular prefabricated steel moment frames
|
Du, Hongkai |
|
|
192 |
C |
p. |
artikel |
40 |
Seismic fragility of legged liquid storage tanks based on soil type classifications
|
Colombo, J.I. |
|
|
192 |
C |
p. |
artikel |
41 |
Seismic performance of steel corrugated plate structural walls with different corrugation inclinations
|
Zheng, Liang |
|
|
192 |
C |
p. |
artikel |
42 |
Seismic resilient steel substation with BI-TMDI: A theoretical model for optimal design
|
Bian, Jing |
|
|
192 |
C |
p. |
artikel |
43 |
Shaking table test of a three-story frame with resilient variable friction braces
|
Wang, Yongwei |
|
|
192 |
C |
p. |
artikel |
44 |
Theoretical models for T-stubs in contact with intermediate layer
|
Couchaux, M. |
|
|
192 |
C |
p. |
artikel |
45 |
Trapezoidally corrugated web steel beams loaded over horizontal and inclined folds
|
Elamary, Ahmed.S. |
|
|
192 |
C |
p. |
artikel |