Journal of Constructional Steel Research - Juli 2021

Erschienen:	Juli 2021

Autor(en)	Titel	Seite(n)
Sayyar Roudsari, Sajjad / Soleimani, Sayed M. / Hamoush, Sameer A.	Analytical study of the effects of opening characteristics and plate thickness on the performance of sinusoidal and trapezoidal corrugated steel plate shear walls	106660
Behzadi-Sofiani, Behnam / Gardner, Leroy / Wadee, M. Ahmer / Dinis, Pedro B. / Camotim, Dinar	Behaviour and design of fixed-ended steel equal-leg angle section columns	106649
Nguyen, Tan-Trac / Thai, Huu-Tai / Ngo, Tuan / Uy, Brian / Li, Dongxu	Behaviour and design of high strength CFST columns with slender sections	106645
Janarthanan, B. / Mahendran, M.	Behaviour and strength of unlipped channel sections under combined bending and torsion	106648
Zhang, Da-wei / Zeng, Yu / Chen, Ju / Gong, Fuyuan / Liu, Cheng-Bin	Bond properties of steel angles in concrete filled steel tubes	106653
Vy, Son Tung / Mahendran, Mahen / Sivaprakasam, Thananjayan	Built-up nested cold-formed steel compression members subject to local or distortional buckling	106667
Xu, Yan / Zheng, Baofeng / Zhang, Mingyu	Capacity prediction of cold-formed stainless steel tubular columns using machine learning methods	106682
Shan, Sidi / Li, Shuang	Collapse performances of steel frames against fire considering effect of infill walls	106691
Mahmood, Mohammed / Tizani, Walid	A component model for column face in bending of extended HolloBolt connections	106655
Yu, Chao-Qun / Tong, Jing-Zhong	Compressive behavior of slender profiled double-skin composite walls	106657
Zhang, Jianwei / Li, Xiangyu / Yu, Cheng / Cao, Wanlin	Cyclic behavior of high-strength concrete shear walls with high-strength reinforcements and boundary CFST columns	106692
Yuan, H. X. / Liu, X. H. / Liu, J. L. / Theofanous, M.	Cyclic behaviour and hysteretic model of austenitic stainless steel bolted T-stubs	106659
Ding, Yukun / Zhao, Chuanzhen	Cyclic tests for assembled X-shaped buckling restrained brace using two unconnected steel plate braces	106680
Yamada, Satoshi / Touch, Thaileang / Jiao, Yu / Ishida, Takanori / Kishiki, Shoichi	Deformation capacity of 400 N/mm2 class structural steel under extremely large strains	106678
Pham, Duy Khanh / Pham, Cao Hung / Hancock, Gregory J.	Development of explicit DSM for cold-formed channels under combined bending and shear	106677
Gothivarekar, S. / Coppieters, S. / Talemi, R. / Debruyne, D.	Effect of bending process on the fatigue behaviour of high strength steel	106662
Chen, Shuang / Chen, Kang / Tan, Kang Hai	Effect of profiled decking on composite beam-column joints with end-plate bolted connections under column-removal scenario	106668
Chu, Chengyi / Tong, Genshu	Elastic-plastic stability of shear-deformable circular arches	106694
Al-Salih, Hayder / Bennett, Caroline / Matamoros, Adolfo	Evaluation of novel combined CFRP-steel retrofit for repairing distortion-induced fatigue	106642
Fan, Shenggang / Wu, Qixun / Ding, Runmin / Jia, Lianlian / Zhou, Hang	Experimental and numerical research on fire resistance of stainless steel tubular X-joints	106654
Zhang, Ai-Lin / Liu, Ting-yong / Zhang, Yan-xia / Liu, Xue-chun / Jiang, Zi-qin	Experimental and numerical research on mechanical behavior of prestressed high-strength bolt joint	106690
Johannessen, Håkon / Johannessen, Oddvar Hestetræet / Costas, Miguel / Clausen, Arild Holm / Sønstabø, Johan Kolstø	Experimental and numerical study of notched SHS made of different S355 steels	106673
Serrano-López, Miguel A. / López-Colina, Carlos / Wang, Yong C. / Lozano, Miguel / García, Ismael / Gayarre, Fernando L.	An experimental study of I beam-RHS column demountable joints with welded studs	106651
Ye, Quanxi / Wang, Yuanqing / Wang, Zhongxing / Lin, Ying / Shu, Chang / Zhang, Feng	Experimental study of through diaphragm bolted joint between H-beam to CFST column	106647
Gong, Hao / Lu, Yun-chao / Yang, Feng-peng / Chen, Te	Experimental study on fatigue crack growth of QSTE420TM steel with a single dwell-overload and a combined prediction model	106676
Liu, Jiepeng / Chen, Guping / Chen, Yohchia Frank / Xu, Tianxiang	Experimental study on the flexural behavior of cold-formed U-shaped steel-encased confined prestressed RC beam	106656
Bertolesi, Elisa / Buitrago, Manuel / Adam, José M. / Calderón, Pedro A.	Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach	106664
Erfani, Ali / Dehestani, Mehdi	Fire resistance behavior of damaged steel portal frame with RBS connections	106698
Song, Chaojie / Zhang, Gang / Kodur, Venkatesh / Zhang, Yongfei / He, Shuanhai	Fire response of horizontally curved continuous composite bridge girders	106671
Lim, Jong-Jin / Kim, Jin-Yong / Kim, Jin-Won / Eom, Tae-Sung	Flexural tests of concrete-encased composite girders with high-strength steel angle	106650
Bakhshayesh, Yashar / Shayanfar, Mohsenali / Ghamari, Ali	Improving the performance of concentrically braced frame utilizing an innovative shear damper	106672
Cai, Yancheng / Wang, Liping / Zhou, Feng	Lean duplex stainless steel tubular sections undergoing web crippling at elevated temperatures	106681
Wang, Yuan-Zuo / Kanvinde, Amit / Li, Guo-Qiang / Wang, Yan-Bo	A new constitutive model for high strength structural steels	106646
Miao, Rusong / Shen, Ruili / Tang, Fenglin / Chen, Wei / Que, Ming	Nonlinear interaction effect on main cable clamp bolts tightening in suspension bridge	106663
Xu, Jing / Wang, Zhan / Wang, Peng / Pan, Jianrong / Li, Bin	Numerical investigations on large size stiffened angle connections with different bolt patterns	106670
Xia, Yu / Ding, Chu / Li, Zhanjie / Schafer, Benjamin W. / Blum, Hannah B.	Numerical modeling of stress-strain relationships for advanced high strength steels	106687
Wang, Chen / Tremblay, Robert / Rogers, Colin A.	Parametric study on the I-shape brace connection of conventional concentrically braced frames	106669
Wang, Wen-Da / Fan, Jia-Hao / Shi, Yan-Li / Xian, Wei	Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending	106689
Liu, Hongbo / Gao, Haotian / Chen, Zhihua	Research on reinforcing method for welded hollow spherical joints	106685
Chen, Huiyun / Liu, Hongbo / Chen, Zhihua	Residual behaviour of corroded welded hollow spherical joints subjected to eccentric loads	106661
Ljubinković, Filip / Martins, João Pedro / Gervásio, Helena / da Silva, Luís Simões	Resistance of curved steel cross-sections for bridge deck applications: Design proposals	106679
Feng, Xiaotian / Yu, Jinguang / Shen, Jay	Seismic behavior of composite steel plate shear walls with rubber-coated uplift-restrained studs	106683
Mottier, Paul / Tremblay, Robert / Rogers, Colin	Seismic behaviour of multi-storey gravity-controlled rocking braced-frame buildings including floor vertical response	106665
Jalali, Seyed Alireza / Amini, Ali / Mansouri, Iman / Hu, Jong Wan	Seismic collapse assessment of steel plate shear walls considering the mainshock–aftershock effects	106688
Fathizadeh, S. F. / Dehghani, S. / Yang, T. Y. / Vosoughi, A. R. / Farsangi, E. Noroozinejad / Hajirasouliha, I.	Seismic performance assessment of multi-story steel frames with curved dampers and semi-rigid connections	106666
Jin, Shuangshuang / Du, Hui / Bai, Jiulin	Seismic performance assessment of steel frame structures equipped with buckling-restrained slotted steel plate shear walls	106699
Yu, Yousheng / Zhang, Aijia / Pan, Wei / Mou, Ben / Liu, Xinyu	Seismic performance of beam-column connections with welded upper flange and bolted lower flange	106697
Gérard, Lucile / Li, Liya / Kettler, Markus / Boissonnade, Nicolas	Steel I-sections resistance under compression or bending by the Overall Interaction Concept	106644
Yang, Dongdong / Liu, Faqi / Huang, Shan-Shan / Yang, Hua	Structural behaviour and design of end-restrained square tubed-reinforced-concrete columns exposed to fire	106675
Hu, Yi-Fei / Chung, Kwok-Fai / Jin, Hao / Ban, Huiyong / Nethercot, David A.	Structural behaviour of T-joints between high strength S690 steel cold-formed circular hollow sections	106686
Ho, H. C. / Guo, Y. B. / Xiao, M. / Xiao, T. Y. / Jin, H. / Yam, M. C. H. / Chung, K. F. / Elghazouli, A. Y.	Structural response of high strength S690 welded sections under cyclic loading conditions	106696
Nath, Atri / Barai, Sudhirkumar V. / Ray, Kalyan Kumar	Studies on the experimental and simulated cyclic-plastic response of structural mild steels	106652
Yun, Chen / Chao, Chen	Study on seismic performance of prefabricated self-centering steel frame	106684
Tong, Genshu / Hu, Zhongzheng / Chen, Yong	Study on the moment capacity of a connection joining an I-beam to concrete-filled multicellular steel tube walls	106643
Tang, Mingjie / Li, Jingyao / Yu, Xiao / Nie, Shidong	Tensile behavior of stainless steel clad plates with different cladding ratios	106641

Autor(en)

Titel

Seite(n)

Sayyar Roudsari, Sajjad / Soleimani, Sayed M. / Hamoush, Sameer A.

Analytical study of the effects of opening characteristics and plate thickness on the performance of sinusoidal and trapezoidal corrugated steel plate shear walls

106660

Behzadi-Sofiani, Behnam / Gardner, Leroy / Wadee, M. Ahmer / Dinis, Pedro B. / Camotim, Dinar

Behaviour and design of fixed-ended steel equal-leg angle section columns

106649

Nguyen, Tan-Trac / Thai, Huu-Tai / Ngo, Tuan / Uy, Brian / Li, Dongxu

Behaviour and design of high strength CFST columns with slender sections

106645

Janarthanan, B. / Mahendran, M.

Behaviour and strength of unlipped channel sections under combined bending and torsion

106648

Zhang, Da-wei / Zeng, Yu / Chen, Ju / Gong, Fuyuan / Liu, Cheng-Bin

Bond properties of steel angles in concrete filled steel tubes

106653

Vy, Son Tung / Mahendran, Mahen / Sivaprakasam, Thananjayan

Built-up nested cold-formed steel compression members subject to local or distortional buckling

106667

Xu, Yan / Zheng, Baofeng / Zhang, Mingyu

Capacity prediction of cold-formed stainless steel tubular columns using machine learning methods

106682

Shan, Sidi / Li, Shuang

Collapse performances of steel frames against fire considering effect of infill walls

106691

Mahmood, Mohammed / Tizani, Walid

A component model for column face in bending of extended HolloBolt connections

106655

Yu, Chao-Qun / Tong, Jing-Zhong

Compressive behavior of slender profiled double-skin composite walls

106657

Zhang, Jianwei / Li, Xiangyu / Yu, Cheng / Cao, Wanlin

Cyclic behavior of high-strength concrete shear walls with high-strength reinforcements and boundary CFST columns

106692

Yuan, H. X. / Liu, X. H. / Liu, J. L. / Theofanous, M.

Cyclic behaviour and hysteretic model of austenitic stainless steel bolted T-stubs

106659

Ding, Yukun / Zhao, Chuanzhen

Cyclic tests for assembled X-shaped buckling restrained brace using two unconnected steel plate braces

106680

Yamada, Satoshi / Touch, Thaileang / Jiao, Yu / Ishida, Takanori / Kishiki, Shoichi

Deformation capacity of 400 N/mm2 class structural steel under extremely large strains

106678

Pham, Duy Khanh / Pham, Cao Hung / Hancock, Gregory J.

Development of explicit DSM for cold-formed channels under combined bending and shear

106677

Gothivarekar, S. / Coppieters, S. / Talemi, R. / Debruyne, D.

Effect of bending process on the fatigue behaviour of high strength steel

106662

Chen, Shuang / Chen, Kang / Tan, Kang Hai

Effect of profiled decking on composite beam-column joints with end-plate bolted connections under column-removal scenario

106668

Chu, Chengyi / Tong, Genshu

Elastic-plastic stability of shear-deformable circular arches

106694

Al-Salih, Hayder / Bennett, Caroline / Matamoros, Adolfo

Evaluation of novel combined CFRP-steel retrofit for repairing distortion-induced fatigue

106642

Fan, Shenggang / Wu, Qixun / Ding, Runmin / Jia, Lianlian / Zhou, Hang

Experimental and numerical research on fire resistance of stainless steel tubular X-joints

106654

Zhang, Ai-Lin / Liu, Ting-yong / Zhang, Yan-xia / Liu, Xue-chun / Jiang, Zi-qin

Experimental and numerical research on mechanical behavior of prestressed high-strength bolt joint

106690

Johannessen, Håkon / Johannessen, Oddvar Hestetræet / Costas, Miguel / Clausen, Arild Holm / Sønstabø, Johan Kolstø

Experimental and numerical study of notched SHS made of different S355 steels

106673

Serrano-López, Miguel A. / López-Colina, Carlos / Wang, Yong C. / Lozano, Miguel / García, Ismael / Gayarre, Fernando L.

An experimental study of I beam-RHS column demountable joints with welded studs

106651

Ye, Quanxi / Wang, Yuanqing / Wang, Zhongxing / Lin, Ying / Shu, Chang / Zhang, Feng

Experimental study of through diaphragm bolted joint between H-beam to CFST column

106647

Gong, Hao / Lu, Yun-chao / Yang, Feng-peng / Chen, Te

Experimental study on fatigue crack growth of QSTE420TM steel with a single dwell-overload and a combined prediction model

106676

Liu, Jiepeng / Chen, Guping / Chen, Yohchia Frank / Xu, Tianxiang

Experimental study on the flexural behavior of cold-formed U-shaped steel-encased confined prestressed RC beam

106656

Bertolesi, Elisa / Buitrago, Manuel / Adam, José M. / Calderón, Pedro A.

Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach

106664

Erfani, Ali / Dehestani, Mehdi

Fire resistance behavior of damaged steel portal frame with RBS connections

106698

Song, Chaojie / Zhang, Gang / Kodur, Venkatesh / Zhang, Yongfei / He, Shuanhai

Fire response of horizontally curved continuous composite bridge girders

106671

Lim, Jong-Jin / Kim, Jin-Yong / Kim, Jin-Won / Eom, Tae-Sung

Flexural tests of concrete-encased composite girders with high-strength steel angle

106650

Bakhshayesh, Yashar / Shayanfar, Mohsenali / Ghamari, Ali

Improving the performance of concentrically braced frame utilizing an innovative shear damper

106672

Cai, Yancheng / Wang, Liping / Zhou, Feng

Lean duplex stainless steel tubular sections undergoing web crippling at elevated temperatures

106681

Wang, Yuan-Zuo / Kanvinde, Amit / Li, Guo-Qiang / Wang, Yan-Bo

A new constitutive model for high strength structural steels

106646

Miao, Rusong / Shen, Ruili / Tang, Fenglin / Chen, Wei / Que, Ming

Nonlinear interaction effect on main cable clamp bolts tightening in suspension bridge

106663

Xu, Jing / Wang, Zhan / Wang, Peng / Pan, Jianrong / Li, Bin

Numerical investigations on large size stiffened angle connections with different bolt patterns

106670

Xia, Yu / Ding, Chu / Li, Zhanjie / Schafer, Benjamin W. / Blum, Hannah B.

Numerical modeling of stress-strain relationships for advanced high strength steels

106687

Wang, Chen / Tremblay, Robert / Rogers, Colin A.

Parametric study on the I-shape brace connection of conventional concentrically braced frames

106669

Wang, Wen-Da / Fan, Jia-Hao / Shi, Yan-Li / Xian, Wei

Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending

106689

Liu, Hongbo / Gao, Haotian / Chen, Zhihua

Research on reinforcing method for welded hollow spherical joints

106685

Chen, Huiyun / Liu, Hongbo / Chen, Zhihua

Residual behaviour of corroded welded hollow spherical joints subjected to eccentric loads

106661

Ljubinković, Filip / Martins, João Pedro / Gervásio, Helena / da Silva, Luís Simões

Resistance of curved steel cross-sections for bridge deck applications: Design proposals

106679

Feng, Xiaotian / Yu, Jinguang / Shen, Jay

Seismic behavior of composite steel plate shear walls with rubber-coated uplift-restrained studs

106683

Mottier, Paul / Tremblay, Robert / Rogers, Colin

Seismic behaviour of multi-storey gravity-controlled rocking braced-frame buildings including floor vertical response

106665

Jalali, Seyed Alireza / Amini, Ali / Mansouri, Iman / Hu, Jong Wan

Seismic collapse assessment of steel plate shear walls considering the mainshock–aftershock effects

106688

Fathizadeh, S. F. / Dehghani, S. / Yang, T. Y. / Vosoughi, A. R. / Farsangi, E. Noroozinejad / Hajirasouliha, I.

Seismic performance assessment of multi-story steel frames with curved dampers and semi-rigid connections

106666

Jin, Shuangshuang / Du, Hui / Bai, Jiulin

Seismic performance assessment of steel frame structures equipped with buckling-restrained slotted steel plate shear walls

106699

Yu, Yousheng / Zhang, Aijia / Pan, Wei / Mou, Ben / Liu, Xinyu

Seismic performance of beam-column connections with welded upper flange and bolted lower flange

106697

Gérard, Lucile / Li, Liya / Kettler, Markus / Boissonnade, Nicolas

Steel I-sections resistance under compression or bending by the Overall Interaction Concept

106644

Yang, Dongdong / Liu, Faqi / Huang, Shan-Shan / Yang, Hua

Structural behaviour and design of end-restrained square tubed-reinforced-concrete columns exposed to fire

106675

Hu, Yi-Fei / Chung, Kwok-Fai / Jin, Hao / Ban, Huiyong / Nethercot, David A.

Structural behaviour of T-joints between high strength S690 steel cold-formed circular hollow sections

106686

Ho, H. C. / Guo, Y. B. / Xiao, M. / Xiao, T. Y. / Jin, H. / Yam, M. C. H. / Chung, K. F. / Elghazouli, A. Y.

Structural response of high strength S690 welded sections under cyclic loading conditions

106696

Nath, Atri / Barai, Sudhirkumar V. / Ray, Kalyan Kumar

Studies on the experimental and simulated cyclic-plastic response of structural mild steels

106652

Yun, Chen / Chao, Chen

Study on seismic performance of prefabricated self-centering steel frame

106684

Tong, Genshu / Hu, Zhongzheng / Chen, Yong

Study on the moment capacity of a connection joining an I-beam to concrete-filled multicellular steel tube walls

106643

Tang, Mingjie / Li, Jingyao / Yu, Xiao / Nie, Shidong

Tensile behavior of stainless steel clad plates with different cladding ratios

106641

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Journal of Constructional Steel Research - Juli 2021

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Journal of Constructional Steel Research - Juli 2021

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.