Journal of Constructional Steel Research - November 2018

Erschienen:	November 2018

Autor(en)	Titel	Seite(n)
Winful, D. / Cashell, K. A. / Afshan, S. / Barnes, A. M. / Pargeter, R. J.	Behaviour of high strength steel columns under fire conditions	392-404
Desrochers, C. / Prinz, G. S. / Richards, P. W.	Column axial load effects on the performance of skewed SMF RBS connections	505-513
Wang, Jizhong / Cheng, Lu / Yang, Junlong	Compressive behavior of CFRP-steel composite tubed steel-reinforced columns with high-strength concrete	354-370
Zhao, Ou / Gardner, Leroy	The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending	141-152
Xu, Fei / Chen, Ju / Shu, Ke / Su, Mei-Ni	Cyclic behaviour of double-tube buckling-restrained braces for boiler steel plant structures	556-569
Li, Hai-Ting / Young, Ben	Design of concrete-filled high strength steel tubular joints subjected to compression	209-220
Zhang, Wenying / Mahdavian, Mahsa / Yu, Cheng	Different slit configuration in corrugated sheathing of cold-formed steel shear wall	430-441
Sun, Fei Fei / Xue, Xuan Yi / Xiao, Yong / Le, Yü Min / Li, Guo qiang	Effect of welding and complex loads on the high-strength steel T-stub connection	76-86
Saleh, Ali / Far, Harry / Mok, Lawrence	Effects of different support conditions on experimental bending strength of thin walled cold formed steel storage upright frames	1-6
Stephens, Max T. / Dusicka, Peter / Lewis, Gregory	End web stiffeners for connecting ductile replaceable links	405-414
Shi, Gang / Gao, Yang / Wang, Xun / Cui, Yao	Energy-based low cycle fatigue analysis of low yield point steels	346-353
Wijesundara, K. K. / Nascimbene, R. / Rassati, Gian A.	Evaluation of the seismic performance of suspended zipper column concentrically braced steel frames	452-461
Eskandari, M. / Najafabadi, Esmaeil Pournamazian	Experimental and analytical study of telescopic lead yielding damper	371-383
Chujutalli, John H. / Estefen, Segen F. / Guedes Soares, C.	Experimental and numerical analysis of small-scale panels with indented stiffeners	7-22
Kim, Sang-Hyo / Han, Oneil / Kim, Kun-Soo / Park, Jun-Seung	Experimental behavior of double-row Y-type perfobond rib shear connectors	221-229
Abbiati, Giuseppe / Cazzador, Enrico / Alessandri, Silvia / Bursi, Oreste S. / Paolacci, Fabrizio / De Santis, Stefano	Experimental characterization and component-based modeling of deck-to-pier connections for composite bridges	31-50
Hemati, Seayf Allah / Bafghi, Mohammad Ali Barkhordare / Kheyroddin, Ali	Experimental investigation of pod on the behavior of all-steel buckling restrained braces	186-194
Cao, Shi / Shu, Ganping / Lin, Kunhong / Qin, Ying	Experimental seismic behaviour of bottom-through-diaphragm and top-ring connection to SST columns	249-260
Musa, Idris A. / Mashiri, Fidelis R. / Zhu, Xinqun / Tong, Lewei	Experimental Stress Concentration Factor in Concrete-Filled Steel Tubular T-joints	442-451
Zhang, Jing / Hu, Xiamin / Kou, Liya / Zhang, Bing / Jiang, Yuchen / Yu, Huihui	Experimental study of the short-term and long-term behavior of perfobond connectors	462-474
Liu, Jiepeng / Zhao, Yi / Chen, Yohchia Frank / Xu, Shaoqian / Yang, Yuanlong	Flexural behavior of rebar truss stiffened cold-formed U-shaped steel-concrete composite beams	175-185
Baddoo, Nancy	Foreword: Recent research into structural stainless steel	541
Ke, Ke / Yam, Michael C. H. / Lam, Angus C. C. / Chung, K. F.	Local web buckling of single-coped beam connections with slender web	543-555
Zhang, Hua / Li, Qiliang / Wang, Yue / Addae, Maxwell / Jibrin, Bakura Tijjani / Yang, Jian	Mechanical properties of zinc-aluminum film on steel cable substrate in corrosion environment	288-297
Ke, Ke / Yam, Michael C. H. / Deng, Lu / Zhao, Qingyang	A modified DEB procedure for estimating seismic demands of multi-mode-sensitive damage-control HSSF-EDBs	329-345
Bai, Fan / Yang, Na / Zhang, Hao / Wang, XiaoFeng	A modified Direct Strength Method for nonlinear twisting model of simply-supported C-section purlins	384-391
Liu, Yong / Gong, Baoming / Deng, Caiyan / Zhao, Chen / Liu, Xiuguo / Wang, Dongpo	Numerical analysis of optimum treatment parameters by high frequency mechanical impact	23-30
Zhang, Qinghua / Kang, Jiping / Bao, Yi / Cheng, Zhenyu / Jia, Donglin / Bu, Yizhi	Numerical study on cable-saddle frictional resistance of multispan suspension bridges	51-59
Shen, Qihan / Wang, Jingfeng / Wang, Wanqian / Wang, Zhibin	Performance and design of eccentrically-loaded concrete-filled round-ended elliptical hollow section stub columns	99-114
Talebi, Elnaz / Korzen, Manfred / Hothan, Sascha	The performance of concrete filled steel tube columns under post-earthquake fires	115-128
Xiao, Yong / Xue, Xuan Yi / Sun, Fei Fei / Li, Guo qiang	Postbuckling shear capacity of high-strength steel plate girders	475-490
Pantidis, Panos / Gerasimidis, Simos	Progressive collapse of 3D steel composite buildings under interior gravity column loss	60-75
Di, Jin / Zou, Yang / Zhou, Xuhong / Qin, Fengjiang / Peng, Xi	Push-out test of large perfobond connectors in steel–concrete joints of hybrid bridges	415-429
Jiang, Jian / Wang, Chenghao / Lou, Guobiao / Li, Guo-Qiang	Quantitative evaluation of progressive collapse process of steel portal frames in fire	277-287
Demir, Serhat / Husem, Metin	Saw type seismic energy dissipaters: development and cyclic loading test	264-276
Ahmady Jazany, Roohollah / Ghobadi, Mohammad Soheil	Seismic evaluation and upgrading details of plate-reinforced moment-resisting connections	230-248
Lee, Seungjae / Park, Jaeseong / Shon, Sudeok / Kang, Changhoon	Seismic performance evaluation of the ceiling-bracket-type modular joint with various bracket parameters	298-325
Guan, Xingquan / Burton, Henry / Moradi, Saber	Seismic performance of a self-centering steel moment frame building: From component-level modeling to economic loss assessment	129-140
Lawson, R. M. / Lam, D. / Aggelopoulos, E. / Hanus, F.	Serviceability performance of composite cellular beams with partial shear connection	491-504
Lehman, Dawn / Roeder, Charles / Heid, Ashley / Maki, Todd / Khaleghi, Bijan	Shear response of concrete filled tubes part 1: Experiments	528-540
Sun, Fei-Fei / Ran, Ming-Ming / Li, Guo-Qiang / Kanvinde, Amit / Wang, Yan-Bo / Xiao, Robert Y.	Strength model for mismatched butt welded joints of high strength steel	514-527
Li, Chen / Huang, Fenghua / Lou, Yu / Cheng, Bin	Stress concentration factors of bird-beak SHS X-joints under brace axial forces	87-98
Alabi, A. A. / Moore, P. L. / Wrobel, L. C. / Campbell, J. C. / He, W.	Tensile behaviour of S690QL and S960QL under high strain rate	570-580
Liu, Hongbo / Ying, Jiaojie / Chen, Zhihua / Zhou, Yuan / Yan, Xiangyu	Ultimate tensile and compressive performances of welded hollow spherical joints with H-beam	195-208
Bezerra, Luciano M. / Cavalcante, Otávio O. / Chater, Latif / Bonilla, Jorge	V-shaped shear connector for composite steel-concrete beam	162-174
Bambach, M. R.	Validation of a general design procedure for the transverse impact capacity of steel columns	153-161

Autor(en)

Titel

Seite(n)

Winful, D. / Cashell, K. A. / Afshan, S. / Barnes, A. M. / Pargeter, R. J.

Behaviour of high strength steel columns under fire conditions

392-404

Desrochers, C. / Prinz, G. S. / Richards, P. W.

Column axial load effects on the performance of skewed SMF RBS connections

505-513

Wang, Jizhong / Cheng, Lu / Yang, Junlong

Compressive behavior of CFRP-steel composite tubed steel-reinforced columns with high-strength concrete

354-370

Zhao, Ou / Gardner, Leroy

The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending

141-152

Xu, Fei / Chen, Ju / Shu, Ke / Su, Mei-Ni

Cyclic behaviour of double-tube buckling-restrained braces for boiler steel plant structures

556-569

Li, Hai-Ting / Young, Ben

Design of concrete-filled high strength steel tubular joints subjected to compression

209-220

Zhang, Wenying / Mahdavian, Mahsa / Yu, Cheng

Different slit configuration in corrugated sheathing of cold-formed steel shear wall

430-441

Sun, Fei Fei / Xue, Xuan Yi / Xiao, Yong / Le, Yü Min / Li, Guo qiang

Effect of welding and complex loads on the high-strength steel T-stub connection

76-86

Saleh, Ali / Far, Harry / Mok, Lawrence

Effects of different support conditions on experimental bending strength of thin walled cold formed steel storage upright frames

1-6

Stephens, Max T. / Dusicka, Peter / Lewis, Gregory

End web stiffeners for connecting ductile replaceable links

405-414

Shi, Gang / Gao, Yang / Wang, Xun / Cui, Yao

Energy-based low cycle fatigue analysis of low yield point steels

346-353

Wijesundara, K. K. / Nascimbene, R. / Rassati, Gian A.

Evaluation of the seismic performance of suspended zipper column concentrically braced steel frames

452-461

Eskandari, M. / Najafabadi, Esmaeil Pournamazian

Experimental and analytical study of telescopic lead yielding damper

371-383

Chujutalli, John H. / Estefen, Segen F. / Guedes Soares, C.

Experimental and numerical analysis of small-scale panels with indented stiffeners

7-22

Kim, Sang-Hyo / Han, Oneil / Kim, Kun-Soo / Park, Jun-Seung

Experimental behavior of double-row Y-type perfobond rib shear connectors

221-229

Abbiati, Giuseppe / Cazzador, Enrico / Alessandri, Silvia / Bursi, Oreste S. / Paolacci, Fabrizio / De Santis, Stefano

Experimental characterization and component-based modeling of deck-to-pier connections for composite bridges

31-50

Hemati, Seayf Allah / Bafghi, Mohammad Ali Barkhordare / Kheyroddin, Ali

Experimental investigation of pod on the behavior of all-steel buckling restrained braces

186-194

Cao, Shi / Shu, Ganping / Lin, Kunhong / Qin, Ying

Experimental seismic behaviour of bottom-through-diaphragm and top-ring connection to SST columns

249-260

Musa, Idris A. / Mashiri, Fidelis R. / Zhu, Xinqun / Tong, Lewei

Experimental Stress Concentration Factor in Concrete-Filled Steel Tubular T-joints

442-451

Zhang, Jing / Hu, Xiamin / Kou, Liya / Zhang, Bing / Jiang, Yuchen / Yu, Huihui

Experimental study of the short-term and long-term behavior of perfobond connectors

462-474

Liu, Jiepeng / Zhao, Yi / Chen, Yohchia Frank / Xu, Shaoqian / Yang, Yuanlong

Flexural behavior of rebar truss stiffened cold-formed U-shaped steel-concrete composite beams

175-185

Baddoo, Nancy

Foreword: Recent research into structural stainless steel

541

Ke, Ke / Yam, Michael C. H. / Lam, Angus C. C. / Chung, K. F.

Local web buckling of single-coped beam connections with slender web

543-555

Zhang, Hua / Li, Qiliang / Wang, Yue / Addae, Maxwell / Jibrin, Bakura Tijjani / Yang, Jian

Mechanical properties of zinc-aluminum film on steel cable substrate in corrosion environment

288-297

Ke, Ke / Yam, Michael C. H. / Deng, Lu / Zhao, Qingyang

A modified DEB procedure for estimating seismic demands of multi-mode-sensitive damage-control HSSF-EDBs

329-345

Bai, Fan / Yang, Na / Zhang, Hao / Wang, XiaoFeng

A modified Direct Strength Method for nonlinear twisting model of simply-supported C-section purlins

384-391

Liu, Yong / Gong, Baoming / Deng, Caiyan / Zhao, Chen / Liu, Xiuguo / Wang, Dongpo

Numerical analysis of optimum treatment parameters by high frequency mechanical impact

23-30

Zhang, Qinghua / Kang, Jiping / Bao, Yi / Cheng, Zhenyu / Jia, Donglin / Bu, Yizhi

Numerical study on cable-saddle frictional resistance of multispan suspension bridges

51-59

Shen, Qihan / Wang, Jingfeng / Wang, Wanqian / Wang, Zhibin

Performance and design of eccentrically-loaded concrete-filled round-ended elliptical hollow section stub columns

99-114

Talebi, Elnaz / Korzen, Manfred / Hothan, Sascha

The performance of concrete filled steel tube columns under post-earthquake fires

115-128

Xiao, Yong / Xue, Xuan Yi / Sun, Fei Fei / Li, Guo qiang

Postbuckling shear capacity of high-strength steel plate girders

475-490

Pantidis, Panos / Gerasimidis, Simos

Progressive collapse of 3D steel composite buildings under interior gravity column loss

60-75

Di, Jin / Zou, Yang / Zhou, Xuhong / Qin, Fengjiang / Peng, Xi

Push-out test of large perfobond connectors in steel–concrete joints of hybrid bridges

415-429

Jiang, Jian / Wang, Chenghao / Lou, Guobiao / Li, Guo-Qiang

Quantitative evaluation of progressive collapse process of steel portal frames in fire

277-287

Demir, Serhat / Husem, Metin

Saw type seismic energy dissipaters: development and cyclic loading test

264-276

Ahmady Jazany, Roohollah / Ghobadi, Mohammad Soheil

Seismic evaluation and upgrading details of plate-reinforced moment-resisting connections

230-248

Lee, Seungjae / Park, Jaeseong / Shon, Sudeok / Kang, Changhoon

Seismic performance evaluation of the ceiling-bracket-type modular joint with various bracket parameters

298-325

Guan, Xingquan / Burton, Henry / Moradi, Saber

Seismic performance of a self-centering steel moment frame building: From component-level modeling to economic loss assessment

129-140

Lawson, R. M. / Lam, D. / Aggelopoulos, E. / Hanus, F.

Serviceability performance of composite cellular beams with partial shear connection

491-504

Lehman, Dawn / Roeder, Charles / Heid, Ashley / Maki, Todd / Khaleghi, Bijan

Shear response of concrete filled tubes part 1: Experiments

528-540

Sun, Fei-Fei / Ran, Ming-Ming / Li, Guo-Qiang / Kanvinde, Amit / Wang, Yan-Bo / Xiao, Robert Y.

Strength model for mismatched butt welded joints of high strength steel

514-527

Li, Chen / Huang, Fenghua / Lou, Yu / Cheng, Bin

Stress concentration factors of bird-beak SHS X-joints under brace axial forces

87-98

Alabi, A. A. / Moore, P. L. / Wrobel, L. C. / Campbell, J. C. / He, W.

Tensile behaviour of S690QL and S960QL under high strain rate

570-580

Liu, Hongbo / Ying, Jiaojie / Chen, Zhihua / Zhou, Yuan / Yan, Xiangyu

Ultimate tensile and compressive performances of welded hollow spherical joints with H-beam

195-208

Bezerra, Luciano M. / Cavalcante, Otávio O. / Chater, Latif / Bonilla, Jorge

V-shaped shear connector for composite steel-concrete beam

162-174

Bambach, M. R.

Validation of a general design procedure for the transverse impact capacity of steel columns

153-161

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Journal of Constructional Steel Research - November 2018

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Journal of Constructional Steel Research - November 2018

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.