| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A plastic-based model for in-plane shear strength of steel plate-concrete shear walls
|
Wang, Xingchao
|
|
|
200 |
C |
p.
|
artikel
|
| 2 |
Axial compressive behavior of concrete-filled steel tubes with GFRP-confined UHPC cores
|
Ma, Kaize
|
|
|
200 |
C |
p.
|
artikel
|
| 3 |
Axial strength of slotted perforated cold-formed steel channels under pinned-pinned boundary conditions
|
Zhao, Jinyou
|
|
|
200 |
C |
p.
|
artikel
|
| 4 |
Behavior of hexagonal concrete-filled steel corner columns under eccentric compression
|
Wang, Zhi-Bin
|
|
|
200 |
C |
p.
|
artikel
|
| 5 |
Behaviour and design of high-strength octagonal CFST short columns subjected to combined compression and bending
|
Fang, Han
|
|
|
200 |
C |
p.
|
artikel
|
| 6 |
Cyclic behavior of column-to-column connections in novel prefabricated H-shaped steel beam to CFST column joint
|
Li, Jianfen
|
|
|
200 |
C |
p.
|
artikel
|
| 7 |
Cyclic tests and parametric analyses of steel grid shear walls
|
Chen, Zhihua
|
|
|
200 |
C |
p.
|
artikel
|
| 8 |
Damage assessment of stiffened steel plate shear walls with different configurations under far-fault and near-fault ground motions
|
Labibzadeh, Mojtaba
|
|
|
200 |
C |
p.
|
artikel
|
| 9 |
Design of concrete-filled steel tubular columns using data-driven methods
|
Degtyarev, Vitaliy V.
|
|
|
200 |
C |
p.
|
artikel
|
| 10 |
Dynamic response of cross steel reinforced concrete filled steel tubular columns under impact under fire
|
Li, Zhi
|
|
|
200 |
C |
p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
|
200 |
C |
p.
|
artikel
|
| 12 |
Experimental and numerical investigation of I-beam to concrete-filled tube (CFT) column moment connections with pipe-stiffened internal diaphragm
|
Habibi, Alireza
|
|
|
200 |
C |
p.
|
artikel
|
| 13 |
Experimental study on high-strength Q460 steel extended end-plate connections at elevated temperatures
|
Chen, Zhihao
|
|
|
200 |
C |
p.
|
artikel
|
| 14 |
Fatigue assessment of U-rib full penetration welded joints based on local methods
|
Wang, Kainan
|
|
|
200 |
C |
p.
|
artikel
|
| 15 |
Finite element analysis on the mechanical behaviour of a novel three-dimensional semi-rigid steel joint with a channel component under static and cyclic loading
|
Cai, Yong
|
|
|
200 |
C |
p.
|
artikel
|
| 16 |
Flexural behavior of hybrid FRP-recycled aggregate concrete-steel hollow beams
|
Zhang, Liwen
|
|
|
200 |
C |
p.
|
artikel
|
| 17 |
Global stability of axially loaded partially encased composite column with L-shaped section
|
Zhan, Xinxin
|
|
|
200 |
C |
p.
|
artikel
|
| 18 |
Local-distortional interaction behaviour and design of cold-formed steel built-up columns
|
Mahar, Akshay Mangal
|
|
|
200 |
C |
p.
|
artikel
|
| 19 |
Local stability of laser-welded stainless steel slender I-sections under combined loading
|
Ran, Hongdong
|
|
|
200 |
C |
p.
|
artikel
|
| 20 |
Low-velocity impact behavior of SWRH82B steel wires considering different section shapes based on experiments and simulations
|
Liu, Xinyue
|
|
|
200 |
C |
p.
|
artikel
|
| 21 |
Mechanical model for the full range behaviour of bolted T-stubs
|
Lyu, Jiafeng
|
|
|
200 |
C |
p.
|
artikel
|
| 22 |
Numerical and experimental investigation on seismic performance of proposed steel slit dampers
|
Heyrani Moghaddam, Sina
|
|
|
200 |
C |
p.
|
artikel
|
| 23 |
Overall stability analysis of compression struts strengthened with bolted built-up outer casings
|
Shi, Hai-Rong
|
|
|
200 |
C |
p.
|
artikel
|
| 24 |
Performance evaluation of composite concrete-filled steel tube columns by steel fibers and different cross-section shapes: Experimental and numerical investigations
|
Karimi Pour, Arash
|
|
|
200 |
C |
p.
|
artikel
|
| 25 |
Post-buckling behaviour study of a miniature bar-typed steel fuse with IM-isotropous sections
|
Yang, Sen
|
|
|
200 |
C |
p.
|
artikel
|
| 26 |
Probabilistic bearing capacity assessment for unequal-leg angle cross-bracings in transmission towers
|
Tang, Zhengqi
|
|
|
200 |
C |
p.
|
artikel
|
| 27 |
Seismic behaviour of diaphragm-through bolted-welded joints between CFST column to steel beam
|
Lin, Ying
|
|
|
200 |
C |
p.
|
artikel
|
| 28 |
Seismic performance of different chevron braced frames
|
Zheng, Liang
|
|
|
200 |
C |
p.
|
artikel
|
| 29 |
Seismic performance of GFRP tube concrete-encased steel composite columns under axial compression
|
Zhang, Haixia
|
|
|
200 |
C |
p.
|
artikel
|
| 30 |
Seismic performance study on a precast double-skin composite wall with circular CFSTs
|
Guan, Dongzhi
|
|
|
200 |
C |
p.
|
artikel
|
| 31 |
Seismic safety evaluation method based on fiber-element strain for square-section steel piers
|
Zhuge, Hanqing
|
|
|
200 |
C |
p.
|
artikel
|
| 32 |
Study on fatigue performance of concrete-filled steel tubular K-joints with internal studs
|
Wu, Qingxiong
|
|
|
200 |
C |
p.
|
artikel
|
| 33 |
Ultimate biaxial bending resistance of H-section steel members under different loading paths
|
Cheng, Xin
|
|
|
200 |
C |
p.
|
artikel
|
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