| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of CFRP-confined CFST columns reinforced with steel angles under axial compression
|
Wang, Jun
|
|
|
199 |
C |
p.
|
artikel
|
| 2 |
A new orthotropic steel deck system incorporating two novel structural details
|
Da, Le-tian
|
|
|
199 |
C |
p.
|
artikel
|
| 3 |
Assessment of frame corner connections subjected to cyclic loading in cold formed steel sections
|
Saleh, Yasser N.
|
|
|
199 |
C |
p.
|
artikel
|
| 4 |
Axial compressive behaviour of rectangular DCFSST stub columns
|
Yang, You-Fu
|
|
|
199 |
C |
p.
|
artikel
|
| 5 |
Axial compressive behaviour of stainless steel tube-confined steel-reinforced recycled concrete stub columns
|
Zheng, Yongqian
|
|
|
199 |
C |
p.
|
artikel
|
| 6 |
Behaviour and design of composite walls under axial compression
|
Mo, Jun
|
|
|
199 |
C |
p.
|
artikel
|
| 7 |
Buckling resistance of steel circular tubes strengthened by welding cover plates
|
Yan, Shen
|
|
|
199 |
C |
p.
|
artikel
|
| 8 |
Buckling restrained braced frame seismic response for far-field, near-field, and long-duration earthquakes
|
Ahmad, Fokruddin
|
|
|
199 |
C |
p.
|
artikel
|
| 9 |
Characterization of robotized CMT-WAAM carbon steel
|
Tankova, Trayana
|
|
|
199 |
C |
p.
|
artikel
|
| 10 |
Combined effect of elevated temperature and high strain rates on S690QL high strength steel
|
Cadoni, Ezio
|
|
|
199 |
C |
p.
|
artikel
|
| 11 |
Cyclic loading tests and horizontal bearing capacity of recycled concrete filled circular steel tube and profile steel composite columns
|
Ma, Hui
|
|
|
199 |
C |
p.
|
artikel
|
| 12 |
Design of built-up back-to-back CFS channel compression members sheathed with gypsum plasterboards
|
Vy, Son Tung
|
|
|
199 |
C |
p.
|
artikel
|
| 13 |
Design of steel transmission pole base plates using yield line method
|
Khedr, Mohamed A.
|
|
|
199 |
C |
p.
|
artikel
|
| 14 |
Distortional buckling behavior of axially loaded cold-formed steel built-up I-section columns
|
Sang, Liurui
|
|
|
199 |
C |
p.
|
artikel
|
| 15 |
Editorial Board
|
|
|
|
199 |
C |
p.
|
artikel
|
| 16 |
Equivalent local imperfections for FEM-based design of welded box sections
|
Radwan, M.
|
|
|
199 |
C |
p.
|
artikel
|
| 17 |
Experimental cyclic response of rubberised concrete-filled steel tubes
|
Elghazouli, A.Y.
|
|
|
199 |
C |
p.
|
artikel
|
| 18 |
Experimental investigation into mechanical properties of Q345 steel after fire
|
Shi, Gang
|
|
|
199 |
C |
p.
|
artikel
|
| 19 |
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners
|
Li, Shen
|
|
|
199 |
C |
p.
|
artikel
|
| 20 |
Experimental study on cold-formed steel shear walls with different corrugated steel sheathings
|
Liu, Xiyu
|
|
|
199 |
C |
p.
|
artikel
|
| 21 |
Experimental study on the post-fire mechanical behaviours of structural steels
|
Dan, Wen-Jiao
|
|
|
199 |
C |
p.
|
artikel
|
| 22 |
Experimental study on the seismic performance of the new fully-bolted beam-column joint
|
Chu, Yunpeng
|
|
|
199 |
C |
p.
|
artikel
|
| 23 |
Experiment and numerical simulation of thin-walled cylindrical containers subjected to lateral impact
|
Zhao, Yang
|
|
|
199 |
C |
p.
|
artikel
|
| 24 |
Fatigue strength of cold-formed structural steel details: Numerical modelling and experimental results
|
Castiglioni, Carlo A.
|
|
|
199 |
C |
p.
|
artikel
|
| 25 |
Fire performance on steel-reinforced concrete-filled steel tubular columns with fire protection
|
Mao, Wen-Jing
|
|
|
199 |
C |
p.
|
artikel
|
| 26 |
Flexural performance of a novel pipe-roof structure and optimization of key parameters
|
Jia, Pengjiao
|
|
|
199 |
C |
p.
|
artikel
|
| 27 |
Flexural performance of weld-strengthened steel beam-square column joints subjected to axial column loading
|
Jia, Li
|
|
|
199 |
C |
p.
|
artikel
|
| 28 |
Fracture behavior of Grade 10.9 high-strength bolts and T-stub connections in fire
|
Lu, Yaoliang
|
|
|
199 |
C |
p.
|
artikel
|
| 29 |
Global stability tests and design of multi-celled concrete-filled steel tubular walls
|
Zhou, Si-Ming
|
|
|
199 |
C |
p.
|
artikel
|
| 30 |
Influence of lumped mass and rotary inertia on seismic isolated post equipment
|
Xie, Qiang
|
|
|
199 |
C |
p.
|
artikel
|
| 31 |
Influence of torsional stiffness in double-angle open-web joist and joist girder chords
|
Sippel, Edward J.
|
|
|
199 |
C |
p.
|
artikel
|
| 32 |
Influence of welding method on residual stress and metallography of a mild steel welded butt-joint plate
|
Zhang, Yuelin
|
|
|
199 |
C |
p.
|
artikel
|
| 33 |
Mechanical properties and microstructure of laser-cladding additively manufactured 316L stainless steel sheets
|
Kang, Lan
|
|
|
199 |
C |
p.
|
artikel
|
| 34 |
Modeling methods and constitutive laws for nonlinear analysis of steel moment-resisting frames
|
Safaei, Shayan
|
|
|
199 |
C |
p.
|
artikel
|
| 35 |
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses
|
Chen, Peng
|
|
|
199 |
C |
p.
|
artikel
|
| 36 |
Parametric study and finite element analysis of self-centring steel column bases with different structural properties
|
Elettore, Elena
|
|
|
199 |
C |
p.
|
artikel
|
| 37 |
Performance of bolted splice connection in I-girder composite bridges under tanker fire
|
Saglik, Huseyin
|
|
|
199 |
C |
p.
|
artikel
|
| 38 |
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature
|
Li, Zhihui
|
|
|
199 |
C |
p.
|
artikel
|
| 39 |
Quantitative analysis on post–fire–resistant performance of high–strength steel plate girders using LSTM
|
Xiao, Lei
|
|
|
199 |
C |
p.
|
artikel
|
| 40 |
Resilient performance of super-elastic SMA bolted connection equipped with extended end plate and shear tab
|
Mo, Ze
|
|
|
199 |
C |
p.
|
artikel
|
| 41 |
Restoring force model of end-plate bolted shear links in eccentrically braced frames
|
Yin, Zhanzhong
|
|
|
199 |
C |
p.
|
artikel
|
| 42 |
Seismic performance evaluation on composite frame structures with T-shaped multi-cellular CFST columns
|
Zhang, Jia-Wei
|
|
|
199 |
C |
p.
|
artikel
|
| 43 |
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator
|
Wei, Jian-peng
|
|
|
199 |
C |
p.
|
artikel
|
| 44 |
Seismic performance of an assembled self-centering buckling-restrained brace and its application in arch bridge structures
|
Jin, Shuangshuang
|
|
|
199 |
C |
p.
|
artikel
|
| 45 |
Seismic performance of T-shaped CFST column to U-shaped steel-concrete composite beam joint
|
Cheng, Yu
|
|
|
199 |
C |
p.
|
artikel
|
| 46 |
Seismic retrofitting design method for steel CBFs based on the energy-ductility model
|
Dong, Zhi-Qian
|
|
|
199 |
C |
p.
|
artikel
|
| 47 |
Size effect on the seismic behavior of square CFST short columns
|
Jin, Liu
|
|
|
199 |
C |
p.
|
artikel
|
| 48 |
Strength of transverse plate-to-rectangular HSS connection under single-concentrated compression
|
Park, KyoungSub
|
|
|
199 |
C |
p.
|
artikel
|
| 49 |
Study on anti-progressive collapse performance of assembled steel frame joints with Z-type cantilever beam splices
|
Wu, Zhiqiang
|
|
|
199 |
C |
p.
|
artikel
|
| 50 |
Study on buckling-restrained braces using multiple round steel core bars
|
Zhang, Sijin
|
|
|
199 |
C |
p.
|
artikel
|
| 51 |
The experimental study of eccentrically braced frames with double vertical links
|
Rezaeian, A.R.
|
|
|
199 |
C |
p.
|
artikel
|
| 52 |
Theoretical study on progressive collapse of truss string structures under cable rupture
|
Liu, Wenhao
|
|
|
199 |
C |
p.
|
artikel
|
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