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                             57 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A component model for column face in bending of extended HolloBolt connections Mahmood, Mohammed

182 C p.
artikel
2 Analytical study of the effects of opening characteristics and plate thickness on the performance of sinusoidal and trapezoidal corrugated steel plate shear walls Roudsari, Sajjad Sayyar

182 C p.
artikel
3 A new constitutive model for high strength structural steels Wang, Yuan-Zuo

182 C p.
artikel
4 An experimental study of I beam-RHS column demountable joints with welded studs Serrano-López, Miguel A.

182 C p.
artikel
5 Behaviour and design of fixed-ended steel equal-leg angle section columns Behzadi-Sofiani, Behnam

182 C p.
artikel
6 Behaviour and design of high strength CFST columns with slender sections Nguyen, Tan-Trac

182 C p.
artikel
7 Behaviour and strength of unlipped channel sections under combined bending and torsion Janarthanan, B.

182 C p.
artikel
8 Bond properties of steel angles in concrete filled steel tubes Zhang, Da-wei

182 C p.
artikel
9 Built-up nested cold-formed steel compression members subject to local or distortional buckling Vy, Son Tung

182 C p.
artikel
10 Capacity prediction of cold-formed stainless steel tubular columns using machine learning methods Xu, Yan

182 C p.
artikel
11 Collapse performances of steel frames against fire considering effect of infill walls Shan, Sidi

182 C p.
artikel
12 Compressive behavior of slender profiled double-skin composite walls Yu, Chao-Qun

182 C p.
artikel
13 Cyclic behavior of high-strength concrete shear walls with high-strength reinforcements and boundary CFST columns Zhang, Jianwei

182 C p.
artikel
14 Cyclic behaviour and hysteretic model of austenitic stainless steel bolted T-stubs Yuan, H.X.

182 C p.
artikel
15 Cyclic tests for assembled X-shaped buckling restrained brace using two unconnected steel plate braces Ding, Yukun

182 C p.
artikel
16 Deformation capacity of 400 N/mm2 class structural steel under extremely large strains Yamada, Satoshi

182 C p.
artikel
17 Development of explicit DSM for cold-formed channels under combined bending and shear Pham, Duy Khanh

182 C p.
artikel
18 Editorial Board
182 C p.
artikel
19 Effect of bending process on the fatigue behaviour of high strength steel Gothivarekar, S.

182 C p.
artikel
20 Effect of profiled decking on composite beam-column joints with end-plate bolted connections under column-removal scenario Chen, Shuang

182 C p.
artikel
21 Elastic-plastic stability of shear-deformable circular arches Chu, Chengyi

182 C p.
artikel
22 Evaluation of novel combined CFRP-steel retrofit for repairing distortion-induced fatigue Al-Salih, Hayder

182 C p.
artikel
23 Experimental and numerical research on fire resistance of stainless steel tubular X-joints Fan, Shenggang

182 C p.
artikel
24 Experimental and numerical research on mechanical behavior of prestressed high-strength bolt joint Zhang, Ai-lin

182 C p.
artikel
25 Experimental and numerical study of notched SHS made of different S355 steels Johannessen, Håkon

182 C p.
artikel
26 Experimental study of through diaphragm bolted joint between H-beam to CFST column Ye, Quanxi

182 C p.
artikel
27 Experimental study on fatigue crack growth of QSTE420TM steel with a single dwell-overload and a combined prediction model Gong, Hao

182 C p.
artikel
28 Experimental study on the flexural behavior of cold-formed U-shaped steel-encased confined prestressed RC beam Liu, Jiepeng

182 C p.
artikel
29 Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach Bertolesi, Elisa

182 C p.
artikel
30 Fire resistance behavior of damaged steel portal frame with RBS connections Erfani, Ali

182 C p.
artikel
31 Fire response of horizontally curved continuous composite bridge girders Song, Chaojie

182 C p.
artikel
32 Flexural tests of concrete-encased composite girders with high-strength steel angle Lim, Jong-Jin

182 C p.
artikel
33 Improving the performance of concentrically braced frame utilizing an innovative shear damper Bakhshayesh, Yashar

182 C p.
artikel
34 Lean duplex stainless steel tubular sections undergoing web crippling at elevated temperatures Cai, Yancheng

182 C p.
artikel
35 Nonlinear interaction effect on main cable clamp bolts tightening in suspension bridge Miao, Rusong

182 C p.
artikel
36 Numerical investigations on large size stiffened angle connections with different bolt patterns Xu, Jing

182 C p.
artikel
37 Numerical modeling of stress-strain relationships for advanced high strength steels Xia, Yu

182 C p.
artikel
38 Parametric investigation on the design of RBS moment connections with jumbo beams and columns'. Journal of Constructional Steel Research 177 (2021) Start page–End page/106436 Qi, Liangjie

182 C p.
artikel
39 Parametric study on the I-shape brace connection of conventional concentrically braced frames Wang, Chen

182 C p.
artikel
40 Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending Wang, Wen-Da

182 C p.
artikel
41 Research on reinforcing method for welded hollow spherical joints Liu, Hongbo

182 C p.
artikel
42 Residual behaviour of corroded welded hollow spherical joints subjected to eccentric loads Chen, Huiyun

182 C p.
artikel
43 Resistance of curved steel cross-sections for bridge deck applications: Design proposals Ljubinković, Filip

182 C p.
artikel
44 Seismic behavior of composite steel plate shear walls with rubber-coated uplift-restrained studs Feng, Xiaotian

182 C p.
artikel
45 Seismic behaviour of multi-storey gravity-controlled rocking braced-frame buildings including floor vertical response Mottier, Paul

182 C p.
artikel
46 Seismic collapse assessment of steel plate shear walls considering the mainshock–aftershock effects Jalali, Seyed Alireza

182 C p.
artikel
47 Seismic performance assessment of multi-story steel frames with curved dampers and semi-rigid connections Fathizadeh, S.F.

182 C p.
artikel
48 Seismic performance assessment of steel frame structures equipped with buckling-restrained slotted steel plate shear walls Jin, Shuangshuang

182 C p.
artikel
49 Seismic performance of beam-column connections with welded upper flange and bolted lower flange Yu, Yousheng

182 C p.
artikel
50 Steel I-sections resistance under compression or bending by the Overall Interaction Concept Gérard, Lucile

182 C p.
artikel
51 Structural behaviour and design of end-restrained square tubed-reinforced-concrete columns exposed to fire Yang, Dongdong

182 C p.
artikel
52 Structural behaviour of T-joints between high strength S690 steel cold-formed circular hollow sections Hu, Yi-Fei

182 C p.
artikel
53 Structural response of high strength S690 welded sections under cyclic loading conditions Ho, H.C.

182 C p.
artikel
54 Studies on the experimental and simulated cyclic-plastic response of structural mild steels Nath, Atri

182 C p.
artikel
55 Study on seismic performance of prefabricated self-centering steel frame Yun, Chen

182 C p.
artikel
56 Study on the moment capacity of a connection joining an I-beam to concrete-filled multicellular steel tube walls Tong, Genshu

182 C p.
artikel
57 Tensile behavior of stainless steel clad plates with different cladding ratios Tang, Mingjie

182 C p.
artikel
                             57 gevonden resultaten
 
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