nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A honeycomb panel-based protective device for steel parking structure against transverse impact
|
Zheng, Long |
|
|
211 |
C |
p. |
artikel |
2 |
A lode-dependent plasticity model for high-strength structural steel
|
Li, Wenchao |
|
|
211 |
C |
p. |
artikel |
3 |
A macro prediction model for butt-welded (U)HSS connections with softened HAZ
|
Yan, Rui |
|
|
211 |
C |
p. |
artikel |
4 |
An evaluation of slenderness limitations of H-beams for special moment connections
|
Yang, Wen-Chia |
|
|
211 |
C |
p. |
artikel |
5 |
Axial compression behavior of double-skin FRP-concrete-steel tubular columns: Experimental and analytical investigations
|
Zakir, Mohammad |
|
|
211 |
C |
p. |
artikel |
6 |
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns
|
Tang, Hongyuan |
|
|
211 |
C |
p. |
artikel |
7 |
Axial compressive behavior of the PEC slender columns with lightweight aggregate concrete
|
Wang, Jingfeng |
|
|
211 |
C |
p. |
artikel |
8 |
Background Information on the Bolt Tightening Qualification Procedure (BTQP)
|
Jungbluth, Dominik |
|
|
211 |
C |
p. |
artikel |
9 |
Behavior of CA-UHPC filled circular steel tube stub columns under axial compression
|
Wu, Fanghong |
|
|
211 |
C |
p. |
artikel |
10 |
Behavior of square concrete-filled stainless steel tube columns after high-temperature sliding
|
Zhu, Yao |
|
|
211 |
C |
p. |
artikel |
11 |
Behaviour and design of gusset plates in steel structures: A state-of-the-art review
|
Song, Yuchen |
|
|
211 |
C |
p. |
artikel |
12 |
Bolt body axial stress detection based on nut axial stress
|
Jia, Jifeng |
|
|
211 |
C |
p. |
artikel |
13 |
Buckling analyses of cold-formed steel lipped channel members under minor-axis eccentric load
|
He, Yiming |
|
|
211 |
C |
p. |
artikel |
14 |
Buckling-restrained brace with multiple steel bar cores using SHS outer tube
|
Zhang, Sijin |
|
|
211 |
C |
p. |
artikel |
15 |
Calibration and application of damage and rate-dependent constitutive model for SPCE steel
|
Jing, Guoxi |
|
|
211 |
C |
p. |
artikel |
16 |
Comprehensive study of compressive behavior of CFST columns with confinements and stiffeners
|
A, Arokiaprakash |
|
|
211 |
C |
p. |
artikel |
17 |
Compression behaviours of CFSTs using stainless-steel tubes at low temperatures
|
Chen, Minghui |
|
|
211 |
C |
p. |
artikel |
18 |
Compressive behavior of built-up H-section columns fabricated using H-SA700 steel: Experiment, numerical simulation and design method
|
Wu, Chenglong |
|
|
211 |
C |
p. |
artikel |
19 |
Cyclic behavior of beam-to-column connections with horizontal oblique angles
|
Kishiki, Shoichi |
|
|
211 |
C |
p. |
artikel |
20 |
Cyclic loading test of earthquake-resilient steel frame joints with different connection forms
|
Wei, Jian-peng |
|
|
211 |
C |
p. |
artikel |
21 |
Design method of HSS welded H-section beams subjected to bending-shear combination
|
Zhou, Yi |
|
|
211 |
C |
p. |
artikel |
22 |
Design optimization of welded steel plate girders configured as a hybrid structure
|
Negrin, Iván |
|
|
211 |
C |
p. |
artikel |
23 |
Development and experimental validation of a novel friction-type energy dissipation steel truss
|
Zhou, Zhibin |
|
|
211 |
C |
p. |
artikel |
24 |
Development of an enhanced top-and seat-angle connection to mitigate progressive collapse
|
Meng, Bao |
|
|
211 |
C |
p. |
artikel |
25 |
Eccentric compression performance of round-ended CFST slender columns with different aspect ratios
|
Wang, Rui |
|
|
211 |
C |
p. |
artikel |
26 |
Editorial Board
|
|
|
|
211 |
C |
p. |
artikel |
27 |
Effect of ultrasonic impact treatment on welding residual stress and fatigue resistance of doubly-welded rib-to-deck joints in OSD
|
Han, Shao-hui |
|
|
211 |
C |
p. |
artikel |
28 |
Elevated-temperature mechanical property and constitutive model of Galfan-coated and full-locked steel cables
|
Wang, Yong |
|
|
211 |
C |
p. |
artikel |
29 |
Enhancing the cyclic performance of shear links using longitudinal stiffeners
|
Elgammal, Ahmed |
|
|
211 |
C |
p. |
artikel |
30 |
Experimental and finite element flexural performance study of HPEC beam
|
Wang, Zongbin |
|
|
211 |
C |
p. |
artikel |
31 |
Experimental and numerical investigation on fatigue behaviors of Q690D butt welds
|
Zong, Liang |
|
|
211 |
C |
p. |
artikel |
32 |
Experimental and numerical research on the static behavior of locally corroded OSBD
|
Peng, Jianxin |
|
|
211 |
C |
p. |
artikel |
33 |
Experimental and numerical study on post-ultimate ductile performance of multi-celled concrete-filled steel tubular walls
|
Zhang, Yu-Jia |
|
|
211 |
C |
p. |
artikel |
34 |
Experimental investigation and design consideration on pull-through capacity of a C-shaped purlin section
|
Karthikeyan, Haripriya |
|
|
211 |
C |
p. |
artikel |
35 |
Experimental investigation of wire arc additively manufactured steel T-stub connections
|
Guo, Xi |
|
|
211 |
C |
p. |
artikel |
36 |
Experimental investigation on bolted inter-module connections and subassemblies of steel modular frames
|
Han, Xiao-Zhou |
|
|
211 |
C |
p. |
artikel |
37 |
Experimental, mathematical model, and simulation of a dual-system self-centering energy dissipative brace equipped with SMA and variable friction device
|
Liu, Tong |
|
|
211 |
C |
p. |
artikel |
38 |
Experimental study on bamboo-shaped buckling-retrained energy dissipater with different grades of steel
|
Zheng, Anna |
|
|
211 |
C |
p. |
artikel |
39 |
Fatigue performance of cracked diaphragm cutouts in steel bridge reinforced employing CFRP/SMA
|
Qiang, Xuhong |
|
|
211 |
C |
p. |
artikel |
40 |
Fatigue properties of OSD in large cantilever cable-stayed bridge on highway-railway layer
|
Liu, Yu |
|
|
211 |
C |
p. |
artikel |
41 |
Fiber-based approach for seismic analysis of steel members using finite particle method
|
Cai, Yuxiang |
|
|
211 |
C |
p. |
artikel |
42 |
Finite element modeling of assembling rivet-fastened rectangular hollow flange beams in bending
|
Xue, Jingya |
|
|
211 |
C |
p. |
artikel |
43 |
Flexural behavior and reliability analysis of rectangular concrete-filled cold-formed steel tabular beams
|
Le, Khanh Ba |
|
|
211 |
C |
p. |
artikel |
44 |
Geometrically nonlinear analysis of steel structures with nonsymmetric sections under elevated temperatures
|
Chen, Liang |
|
|
211 |
C |
p. |
artikel |
45 |
Gravity framing and composite action effects on residual drifts of steel SMFs
|
Yakhchalian, Masood |
|
|
211 |
C |
p. |
artikel |
46 |
Horizontal self-centering structural system in steel structures diaphragms
|
Acevedo-Mejía, Dorian A. |
|
|
211 |
C |
p. |
artikel |
47 |
Hysteretic and rotational performance study of outwardly extending shape-steelprefabricated beam-column joints
|
Wang, Zhenshan |
|
|
211 |
C |
p. |
artikel |
48 |
Impact behavior of high-strength steel beam with circular web openings
|
Chen, Huayan |
|
|
211 |
C |
p. |
artikel |
49 |
Impact of joint geometries in bonded-bolted hybrid joints for steel construction
|
Yokozeki, Koichi |
|
|
211 |
C |
p. |
artikel |
50 |
Improved true stress-strain model of high-strength steels for fracture simulation in fire
|
Cai, Wenyu |
|
|
211 |
C |
p. |
artikel |
51 |
Improving seismic performance of fully welded connection based on truss beam segments
|
Meng, Bao |
|
|
211 |
C |
p. |
artikel |
52 |
Improving the T-stub component behavior tied to a rigid base
|
Khani, Reza |
|
|
211 |
C |
p. |
artikel |
53 |
Investigation on flexural behavior of steel-UHPC composite beams with steel shear keys
|
Ge, Wenjie |
|
|
211 |
C |
p. |
artikel |
54 |
Lateral impact resistance of CFST cantilever members stiffened with encased I-shaped CFRP
|
Li, Guochang |
|
|
211 |
C |
p. |
artikel |
55 |
Loss of preload of unprotected bolted joints considering environmental effects: A comparative study
|
Yang, Kai |
|
|
211 |
C |
p. |
artikel |
56 |
Lumped plasticity model for simulating the inelastic earthquake response of CFT columns
|
Shturmin, Sergei |
|
|
211 |
C |
p. |
artikel |
57 |
Mechanical behavior of hybrid joint with bearing-type and slip-critical bolted connections
|
Chen, Yu |
|
|
211 |
C |
p. |
artikel |
58 |
Mechanism-based unified design formula for axially loaded CFST columns with various profiles
|
Li, Weijie |
|
|
211 |
C |
p. |
artikel |
59 |
Modelling and design of cold-formed S960 steel brace-rotated tubular T- and X-joints
|
Pandey, Madhup |
|
|
211 |
C |
p. |
artikel |
60 |
Numerical simulation of local-distortional buckling behavior of lipped C-section stainless steel columns
|
Zhao, Jiahui |
|
|
211 |
C |
p. |
artikel |
61 |
Numerical studies on creep behaviour of SRCFST columns with initial stress of steel tube
|
Jia, Zhi-Lu |
|
|
211 |
C |
p. |
artikel |
62 |
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates
|
Wang, Jing-Xuan |
|
|
211 |
C |
p. |
artikel |
63 |
On the fatigue behaviour and reliability assessment of high strength welded details
|
Karabulut, Burak |
|
|
211 |
C |
p. |
artikel |
64 |
Parametric study of steel-beam to flat-rectangular CFST column connections with small-size diaphragms
|
Tong, Lewei |
|
|
211 |
C |
p. |
artikel |
65 |
Performance of CFST members internally strengthened with I-shaped CFRP under impact load
|
Li, Guochang |
|
|
211 |
C |
p. |
artikel |
66 |
Performance of steel cable-stayed bridges in ship fires, Part II: Influencing factors and mechanisms
|
Liu, Zhi |
|
|
211 |
C |
p. |
artikel |
67 |
Research on hydration-caused thermal cracking risk of steel-concrete composite bridge pylons
|
Lyu, Yi |
|
|
211 |
C |
p. |
artikel |
68 |
Second-order improved refined plastic hinge method with implementation of continuous strength method
|
Zhou, Yi |
|
|
211 |
C |
p. |
artikel |
69 |
Segmental instability failures in transmission line towers
|
Rao, N. Prasad |
|
|
211 |
C |
p. |
artikel |
70 |
Seismic and collapse behavior of existing high-rise steel buildings under long-period earthquakes
|
Jin, Jialiang |
|
|
211 |
C |
p. |
artikel |
71 |
Seismic and resilient assessment on moment resisting frames with novel self-centering viscous dampers
|
Liu, Qiang |
|
|
211 |
C |
p. |
artikel |
72 |
Seismic behavior of an innovative assembled composite structural wall
|
Wang, Ying |
|
|
211 |
C |
p. |
artikel |
73 |
Seismic behavior of concrete-filled double-skin thin-walled steel box columns stiffened with PBL
|
Yang, Cheng |
|
|
211 |
C |
p. |
artikel |
74 |
Seismic behavior of self-centering concrete-filled square steel tubular frame with slit steel plate shear walls
|
Liang, Wanggeng |
|
|
211 |
C |
p. |
artikel |
75 |
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns
|
Xu, Li |
|
|
211 |
C |
p. |
artikel |
76 |
Seismic performance of concrete-encased hexagonal CFST column base: Design method
|
Yang, Zhi-Cheng |
|
|
211 |
C |
p. |
artikel |
77 |
Seismic performance of concrete-encased hexagonal CFST column base: Experimental and numerical analysis
|
Yang, Zhi-Cheng |
|
|
211 |
C |
p. |
artikel |
78 |
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action
|
Yang, Jinping |
|
|
211 |
C |
p. |
artikel |
79 |
Sensitivity and reliability assessment of buckling restrained braces using machine learning assisted-simulation
|
Tamimi, Mohammad F. |
|
|
211 |
C |
p. |
artikel |
80 |
Shear force transfer efficiency of tapered bridges with trapezoidal corrugated steel webs
|
Su, Xiaolong |
|
|
211 |
C |
p. |
artikel |
81 |
Shear performance of partially encased composite beams with high-strength steel and UHPC
|
Hao, Ning |
|
|
211 |
C |
p. |
artikel |
82 |
Shear strength evaluation of steel beams with partially corrugated web
|
Lee, Hee-Du |
|
|
211 |
C |
p. |
artikel |
83 |
Strengthening Stainless Steel Tubular Beams using Fibre-reinforced Concrete incorporating Sugarcane Bagasse Ash
|
Sreelakshmi, M.G. |
|
|
211 |
C |
p. |
artikel |
84 |
Structural behavior of a fully assembled cable-piercing ridge-tube cable dome with modular assembly ring truss
|
Zhang, Ailin |
|
|
211 |
C |
p. |
artikel |
85 |
Structural performance of H-type shear panel damper made of hot-rolled mild steel
|
Kim, Jinwoo |
|
|
211 |
C |
p. |
artikel |
86 |
Structural performance of stainless steel sections fabricated by laser-welding, hot-rolling and extrusion
|
Jandera, Michal |
|
|
211 |
C |
p. |
artikel |
87 |
Study of mechanical properties of H-shaped beam-column joints considering panel zone
|
Wang, Xiao-Peng |
|
|
211 |
C |
p. |
artikel |
88 |
Study on seismic performance of an innovative single-tube self-centering buckling-restrained brace
|
Huang, Wei |
|
|
211 |
C |
p. |
artikel |
89 |
Study on the natural frequency of box girders with corrugated steel webs
|
Li, Qiangbo |
|
|
211 |
C |
p. |
artikel |
90 |
Sustainable approaches to improve the resilience of modular buildings under wind loads
|
Munmulla, Thisari |
|
|
211 |
C |
p. |
artikel |
91 |
Testing, numerical analysis and design of CFDST cross-sections with square stainless steel outer tubes in bending
|
Wang, Fangying |
|
|
211 |
C |
p. |
artikel |
92 |
The cross-sectional resistance of square and rectangular hollow steel sections loaded by bending moment and shear force
|
Haan, Thomas |
|
|
211 |
C |
p. |
artikel |
93 |
Theoretical and experimental study on seismic performance of T-section metallic damper
|
Qiu, Can-Xing |
|
|
211 |
C |
p. |
artikel |
94 |
Thermo-mechanical behavior of composite beams with corrugated steel webs exposed to localized fire
|
Peng, Xing |
|
|
211 |
C |
p. |
artikel |
95 |
The seismic behaviors of steel-concrete-steel composite walls with dumbbell-shaped connectors
|
Zhao, Yukun |
|
|
211 |
C |
p. |
artikel |
96 |
The softening effect of welding on the mechanical properties of cold-worked stainless steel
|
Walport, Fiona |
|
|
211 |
C |
p. |
artikel |
97 |
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression
|
Liang, Zhan-Shuo |
|
|
211 |
C |
p. |
artikel |
98 |
Unified machine-learning-assisted design of stainless steel bolted connections
|
Jiang, Ke |
|
|
211 |
C |
p. |
artikel |
99 |
Vibration control of steel frames with setback irregularities equipped with semi-active tuned mass dampers
|
Hosseini, Seyed Amin |
|
|
211 |
C |
p. |
artikel |