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                             99 gevonden resultaten
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
                             99 gevonden resultaten
 
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