| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of collision performance of anticollision box made of steel–polyurethane sandwich plates
|
Shan, Chenglin
|
|
|
175 |
C |
p.
|
artikel
|
| 2 |
A new friction-slip connection for moment frames with continuous beams
|
Seifan, Fereshteh
|
|
|
175 |
C |
p.
|
artikel
|
| 3 |
A novel steel damping system for rockfall protection galleries
|
Di Giacinto, Danilo
|
|
|
175 |
C |
p.
|
artikel
|
| 4 |
Axial-moment interaction of high strength concrete encased steel composite columns: Experimental investigation
|
Lai, Binglin
|
|
|
175 |
C |
p.
|
artikel
|
| 5 |
Behaviour and design of ultra-high-strength CFST members subjected to compression and bending
|
Huang, Zhichao
|
|
|
175 |
C |
p.
|
artikel
|
| 6 |
Behaviour of a joint between a U-shaped steel-concrete beam and a concrete-filled steel tubular column
|
Heng, Piseth
|
|
|
175 |
C |
p.
|
artikel
|
| 7 |
Cyclic behavior of welded elliptical-shaped RWS moment frame
|
Davarpanah, Mohammad
|
|
|
175 |
C |
p.
|
artikel
|
| 8 |
Cyclic tests on hybrid buckling-restrained braces with Fe-based SMA core elements
|
Ghowsi, Ahmad Fayeq
|
|
|
175 |
C |
p.
|
artikel
|
| 9 |
Developments of steel-concrete-steel sandwich composite structures with novel EC connectors: Members
|
Wang, Tao
|
|
|
175 |
C |
p.
|
artikel
|
| 10 |
Ductility and fracture models of G20Mn5 cast steel
|
Yan, Shen
|
|
|
175 |
C |
p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
|
175 |
C |
p.
|
artikel
|
| 12 |
Experimental and numerical assessment of welded steel beam-column connections under impact loading
|
Chen, Ying
|
|
|
175 |
C |
p.
|
artikel
|
| 13 |
Experimental and numerical study on welding residual stress of U-rib stiffened plates
|
Wang, Fei
|
|
|
175 |
C |
p.
|
artikel
|
| 14 |
Experimental study of earthquake-resilient prefabricated opening-web steel channel beam-column joint with double FCPs
|
Lan, Tao
|
|
|
175 |
C |
p.
|
artikel
|
| 15 |
Experimental study on beam-to-column connections with reduced beam section against progressive collapse
|
Qiao, Huiyun
|
|
|
175 |
C |
p.
|
artikel
|
| 16 |
Fatigue strength of misaligned non-load-carrying cruciform joints made of ultra-high-strength steel
|
Ahola, A.
|
|
|
175 |
C |
p.
|
artikel
|
| 17 |
Flexural behavior of concrete-filled double-skin steel tubular beams after subject to high temperature
|
Liu, Xiao
|
|
|
175 |
C |
p.
|
artikel
|
| 18 |
Fracture behavior of high-strength steels at elevated temperatures
|
Cai, Wen-Yu
|
|
|
175 |
C |
p.
|
artikel
|
| 19 |
High-temperature material degradation of Q345 cold-formed steel during full-range compartment fires
|
Chen, Wei
|
|
|
175 |
C |
p.
|
artikel
|
| 20 |
Influence of patch load length on resistance of I-girders. Part-I: Experimental research
|
Rogač, Milivoje
|
|
|
175 |
C |
p.
|
artikel
|
| 21 |
ISO 834 standard fire test and mechanism analysis of square tubed-reinforced-concrete columns
|
Yang, Dongdong
|
|
|
175 |
C |
p.
|
artikel
|
| 22 |
Microstructure-based approach to the evaluation of welded joints of bainitic rails designed for high-speed railways
|
Królicka, Aleksandra
|
|
|
175 |
C |
p.
|
artikel
|
| 23 |
Modified strip model for indirect buckling restrained shear panel dampers
|
Lin, Yu
|
|
|
175 |
C |
p.
|
artikel
|
| 24 |
Near-field earthquake performance of SC-BRBs with optimal design parameters of SMA
|
Ghowsi, Ahmad Fayeq
|
|
|
175 |
C |
p.
|
artikel
|
| 25 |
New equations for predicting initial stiffness and ultimate moment of flush end-plate connections
|
Kong, Zhengyi
|
|
|
175 |
C |
p.
|
artikel
|
| 26 |
Numerical modelling approach for considering effects of surface integrity on micro-crack formation
|
Nafar Dastgerdi, J.
|
|
|
175 |
C |
p.
|
artikel
|
| 27 |
Post-fire elastic modulus of rubberized fiber-reinforced concrete-filled steel tubular stub columns: Experimental and theoretical study
|
Nematzadeh, Mahdi
|
|
|
175 |
C |
p.
|
artikel
|
| 28 |
Residual stress testing and proposed residual stress model of hot-bent H-shaped steel
|
Lu, Yan
|
|
|
175 |
C |
p.
|
artikel
|
| 29 |
Robustness of steel moment frames in multi-column-removal scenarios
|
Zhang, Jing-Zhou
|
|
|
175 |
C |
p.
|
artikel
|
| 30 |
Seismic behavior of large-diameter CFTST column to steel beam connections
|
Liu, Jiepeng
|
|
|
175 |
C |
p.
|
artikel
|
| 31 |
Seismic collapse of self-centering steel MRFs with different column base structural properties
|
Kamperidis, Vasileios C.
|
|
|
175 |
C |
p.
|
artikel
|
| 32 |
Seismic demand on column splices in concentrically braced frames considering brace fracture
|
Faytarouni, Mahmoud
|
|
|
175 |
C |
p.
|
artikel
|
| 33 |
Seismic performance of steel frame with a self-centering beam
|
Shen, Pei-Wen
|
|
|
175 |
C |
p.
|
artikel
|
| 34 |
Simplified structural behaviours of post-tensioned inter-module connection for modular buildings
|
Lacey, Andrew William
|
|
|
175 |
C |
p.
|
artikel
|
| 35 |
Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members
|
Arrayago, Itsaso
|
|
|
175 |
C |
p.
|
artikel
|
| 36 |
Steel A-braced frame upgrade performance under various load characteristics
|
Halim, H.
|
|
|
175 |
C |
p.
|
artikel
|
| 37 |
Strain-rate effects on S690QL high strength steel under tensile loading
|
Cadoni, Ezio
|
|
|
175 |
C |
p.
|
artikel
|
| 38 |
Stress concentration factors for RHS-to-RHS X-connections near an open chord end
|
Daneshvar, Sara
|
|
|
175 |
C |
p.
|
artikel
|
| 39 |
Studies on T-shaped one-side bolted connection to hollow section column under bending
|
Sun, Lele
|
|
|
175 |
C |
p.
|
artikel
|
| 40 |
Study on the bearing capacity of S600E high-strength stainless steel welded cross-sections
|
Shu, Ganping
|
|
|
175 |
C |
p.
|
artikel
|
| 41 |
Tensile and shear performance of rotary inter-module connection for modular steel buildings
|
Chen, Zhihua
|
|
|
175 |
C |
p.
|
artikel
|
| 42 |
The impact of brazing process on mechanical properties of S30408 stainless steel by experimental investigation
|
Xie, Baochao
|
|
|
175 |
C |
p.
|
artikel
|
| 43 |
Torsional capacity of concrete-filled steel tube columns circumferentially confined by CFRP
|
Wang, Yu-Hang
|
|
|
175 |
C |
p.
|
artikel
|
| 44 |
Variable-friction self-centering energy-dissipation braces (VF-SCEDBs) with NiTi SMA cables for seismic resilience
|
Chen, Junbai
|
|
|
175 |
C |
p.
|
artikel
|
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