| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A novel principle for improving collapse resistance of steel frame structures
|
Qiao, Huiyun
|
|
|
196 |
C |
p.
|
artikel
|
| 2 |
Behaviour of tapered CFDST columns with large hollow ratio under combined loads
|
Deng, Ran
|
|
|
196 |
C |
p.
|
artikel
|
| 3 |
Biaxial bending design of solid steel storage rack uprights in global buckling
|
Talebian, Nima
|
|
|
196 |
C |
p.
|
artikel
|
| 4 |
Castellated steel beams under impact load
|
Luo, Caisong
|
|
|
196 |
C |
p.
|
artikel
|
| 5 |
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint
|
Xie, Zhiyang
|
|
|
196 |
C |
p.
|
artikel
|
| 6 |
Collapse mechanisms of multi-story steel-framed modular structures under fire scenarios
|
Shan, Sidi
|
|
|
196 |
C |
p.
|
artikel
|
| 7 |
Constitutive model for cyclic behavior of mild steel under various strain amplitudes
|
Zhong, Yun-Long
|
|
|
196 |
C |
p.
|
artikel
|
| 8 |
Coupled bending-torsion behaviour of single-box multi-cell curved composite box-girders with corrugated-steel-webs
|
Wang, Can
|
|
|
196 |
C |
p.
|
artikel
|
| 9 |
Creep of an FRP-strengthened metallic beam under cyclic temperature and cyclic load
|
Wang, S.
|
|
|
196 |
C |
p.
|
artikel
|
| 10 |
Damage evaluation of axial-loaded H-section steel columns during and after impact loading
|
Wang, Rui
|
|
|
196 |
C |
p.
|
artikel
|
| 11 |
Design and numerical analysis of steel frame joints with replaceable buckling-restrained links
|
Feng, Yulong
|
|
|
196 |
C |
p.
|
artikel
|
| 12 |
Editorial Board
|
|
|
|
196 |
C |
p.
|
artikel
|
| 13 |
Effect of high-strength spirals on eccentric compression behavior of square CFST columns
|
Yuan, Fang
|
|
|
196 |
C |
p.
|
artikel
|
| 14 |
Effects of full internal bulkheads on fatigue behaviors of orthotropic steel decks
|
Li, Jianpeng
|
|
|
196 |
C |
p.
|
artikel
|
| 15 |
Efficient progressive global-local fatigue assessment methodology for existing metallic railway bridges
|
Horas, Cláudio S.
|
|
|
196 |
C |
p.
|
artikel
|
| 16 |
Evaluation of bolted CHS flange-plate connections under axial tension
|
Fidalgo, Augusto
|
|
|
196 |
C |
p.
|
artikel
|
| 17 |
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices
|
Yadav, Deepak
|
|
|
196 |
C |
p.
|
artikel
|
| 18 |
Experimental and modelling study of cyclic plasticity of high strength steel Q690
|
He, Qun
|
|
|
196 |
C |
p.
|
artikel
|
| 19 |
Experimental and numerical study of concrete frames with steel plate shear walls
|
Parvizi, Mehdi
|
|
|
196 |
C |
p.
|
artikel
|
| 20 |
Experimental and numerical study on cyclic behavior of corroded Q345 steel
|
Zhang, Yuelin
|
|
|
196 |
C |
p.
|
artikel
|
| 21 |
Experimental and numerical study on strength of high-strength steel double-V butt-welded joint
|
Cai, Wen-Yu
|
|
|
196 |
C |
p.
|
artikel
|
| 22 |
Experimental evaluation and component model for single anchored blind-bolted concrete filled tube connections under direct tension
|
Debnath, Partha Pratim
|
|
|
196 |
C |
p.
|
artikel
|
| 23 |
Experimental investigation of concrete-filled double-skin stainless steel tubular beam-columns
|
Zhou, Feng
|
|
|
196 |
C |
p.
|
artikel
|
| 24 |
Experimental investigation on cantilever square CFST columns under lateral continuous impact loads
|
Feng, Zhujun
|
|
|
196 |
C |
p.
|
artikel
|
| 25 |
Experimental investigation on earthquake-resilient steel beam-to-column joints with replaceable buckling-restrained fuses
|
Chen, Peng
|
|
|
196 |
C |
p.
|
artikel
|
| 26 |
Experimental investigations on material properties and stub column behaviour of high strength steel irregular hexagonal hollow sections
|
Liu, Jun-zhi
|
|
|
196 |
C |
p.
|
artikel
|
| 27 |
Experimental performance of single blind-bolted CFST column connection under predominant shear loading
|
Debnath, Partha Pratim
|
|
|
196 |
C |
p.
|
artikel
|
| 28 |
Experimental seismic behaviors of different connections to CFST end-columns in shear walls
|
Yu, Yujie
|
|
|
196 |
C |
p.
|
artikel
|
| 29 |
Experimental study on a self-centering RCS interior joint endowed with replaceable dampers
|
Yang, Yiming
|
|
|
196 |
C |
p.
|
artikel
|
| 30 |
Experimental tests on fillet and PJP welds in CHS moment T-connections
|
Yang, Zhiyuan
|
|
|
196 |
C |
p.
|
artikel
|
| 31 |
Experiments on cold-formed steel moment-resisting connections with bolting friction-slip mechanism
|
Shahini, Marzie F.
|
|
|
196 |
C |
p.
|
artikel
|
| 32 |
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT
|
Feng, Xiaoyang
|
|
|
196 |
C |
p.
|
artikel
|
| 33 |
Fatigue strength and crack growth of double-side welded rib-to-deck joint in orthotropic steel decks
|
Cui, Chuang
|
|
|
196 |
C |
p.
|
artikel
|
| 34 |
Finite element model for tapered three layers composite columns (Stobie poles)
|
Mosa, Ahmed A.
|
|
|
196 |
C |
p.
|
artikel
|
| 35 |
Flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles
|
Hu, Liang
|
|
|
196 |
C |
p.
|
artikel
|
| 36 |
High strength steel frames with curved knee braces: Performance-based damage-control design framework
|
Zhou, Zeyu
|
|
|
196 |
C |
p.
|
artikel
|
| 37 |
Investigation of block shear strength of high strength steel bolted connections
|
Lin, Xue-Mei
|
|
|
196 |
C |
p.
|
artikel
|
| 38 |
Lateral impact behaviour of square CFST columns under fire condition
|
Ji, Sun-Hang
|
|
|
196 |
C |
p.
|
artikel
|
| 39 |
Local buckling of cold-formed high-strength steel hollow section columns at elevated temperatures
|
Yan, Xia
|
|
|
196 |
C |
p.
|
artikel
|
| 40 |
Low-cycle fatigue behaviour and fracture feature of stainless-clad bimetallic steel
|
Ban, Huiyong
|
|
|
196 |
C |
p.
|
artikel
|
| 41 |
Mechanical behavior of steel-concrete interface and composite column for circular CFST in fire
|
Li, Zhe
|
|
|
196 |
C |
p.
|
artikel
|
| 42 |
Modified effective notch stress method for fatigue evaluation of rib-deck welds integrating the critical distance approach
|
Qiudong, Wang
|
|
|
196 |
C |
p.
|
artikel
|
| 43 |
Noncompact and slender concrete-filled steel tubes under axial compression: Finite-element modeling and evaluation of stress-strain models for fiber-based analysis
|
Subedi, Naresh
|
|
|
196 |
C |
p.
|
artikel
|
| 44 |
Numerical investigation of grooved gusset plate damper for using in cross-braced frames
|
Almohammad-Albakkar, M.
|
|
|
196 |
C |
p.
|
artikel
|
| 45 |
Numerical study of the effects of web openings on the load capacity of steel beams with corrugated webs
|
Sayed, Ahmed M.
|
|
|
196 |
C |
p.
|
artikel
|
| 46 |
Optimization of rack-section cold-formed profiles columns
|
Coimbra, Keitiane Fátima
|
|
|
196 |
C |
p.
|
artikel
|
| 47 |
Parametric study of hysteretic performance of high-strength steel framed-tube structures with web-bolted connected shear links
|
Lian, Ming
|
|
|
196 |
C |
p.
|
artikel
|
| 48 |
Performance-based seismic design of full and partial self-centering steel braced frames using modified lateral force distribution
|
Zhang, Ruibin
|
|
|
196 |
C |
p.
|
artikel
|
| 49 |
Performance of baseplate connections in CFS storage rack systems: An experimental, numerical and theoretical study
|
Firouzianhaij, Ahmad
|
|
|
196 |
C |
p.
|
artikel
|
| 50 |
Performance of concrete-filled double-skin shallow-corrugated steel plate composite walls under axial compression
|
Li, Wei
|
|
|
196 |
C |
p.
|
artikel
|
| 51 |
Post-fire mechanical behaviour of ultra-high-performance concrete-filled steel tube (UHPCFST) stub columns under compression
|
Wang, Tan
|
|
|
196 |
C |
p.
|
artikel
|
| 52 |
Post-fire stress-strain response of structural ferritic stainless steels
|
Xie, Li-An
|
|
|
196 |
C |
p.
|
artikel
|
| 53 |
Reliability of stainless steel frames designed using the Direct Design Method in serviceability limit states
|
Arrayago, Itsaso
|
|
|
196 |
C |
p.
|
artikel
|
| 54 |
Residual stress influence on fatigue crack propagation of CFRP strengthened welded joints
|
Jie, Zhiyu
|
|
|
196 |
C |
p.
|
artikel
|
| 55 |
Seismic behavior of a novel RSSC-SPSW: An experimental and numerical study
|
Kordbegli, Soheil
|
|
|
196 |
C |
p.
|
artikel
|
| 56 |
Seismic behavior of concrete-filled wide rectangular steel tubular (CFWRST) stub columns
|
Yang, Shuang-Long
|
|
|
196 |
C |
p.
|
artikel
|
| 57 |
Seismic behavior of linked column system as a steel lateral force resisting system
|
Jaberi, Vahid
|
|
|
196 |
C |
p.
|
artikel
|
| 58 |
Seismic fragility investigation of hybrid structures BRBF with eccentric-configuration and self-centering frame
|
Gorji Azandariani, Mojtaba
|
|
|
196 |
C |
p.
|
artikel
|
| 59 |
Seismic performance of a new assembled beam-column joint with cantilever beam splicing
|
Li, Shen
|
|
|
196 |
C |
p.
|
artikel
|
| 60 |
Seismic performance of bolted flange splicing joints for CFST columns
|
Liu, Xue-Chun
|
|
|
196 |
C |
p.
|
artikel
|
| 61 |
Seismic performance of joint for H-beam to CFST column with field-bolted flange-splicing
|
Zhang, Ai-Lin
|
|
|
196 |
C |
p.
|
artikel
|
| 62 |
Seismic performance of resilient beam-column connection using replaceable stiffener angle steel
|
Sun, Dongde
|
|
|
196 |
C |
p.
|
artikel
|
| 63 |
Shear behavior of high-strength square concrete filled steel tube members
|
Lai, Zhichao
|
|
|
196 |
C |
p.
|
artikel
|
| 64 |
Structural robustness evaluation of steel frame buildings with different composite slabs using reduced-order modeling strategies
|
Wang, Junjie
|
|
|
196 |
C |
p.
|
artikel
|
| 65 |
Study on the seismic behavior of connection via welding strengthening under load
|
Liu, Hongbo
|
|
|
196 |
C |
p.
|
artikel
|
| 66 |
Tests of circular geopolymer concrete-filled steel columns under ambient and fire conditions
|
Katwal, Utsab
|
|
|
196 |
C |
p.
|
artikel
|
| 67 |
Ultimate compressive capacity of tapered concrete-filled double skin steel tubular stub columns with large hollow ratio
|
Zhang, Dongliang
|
|
|
196 |
C |
p.
|
artikel
|
| 68 |
Vertical component effects of earthquake and soil-structure interaction on steel gabled frames
|
Malekizadeh, Mohammad
|
|
|
196 |
C |
p.
|
artikel
|
| 69 |
Web crippling design of channel beams: Carbon steel, stainless steel and aluminium
|
McIntosh, Alex
|
|
|
196 |
C |
p.
|
artikel
|
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