Journal of Constructional Steel Research - janvier 2017

Publié:	janvier 2017

Auteur(s)	Titre	Page(s)
Hou, Chao / Han, Lin-Hai	Analytical behaviour of CFDST chord to CHS brace composite K-joints	618-632
Chen, Suwen / Wu, Pei	Analytical model for predicting axial compressive behavior of steel reinforced concrete column	649-660
Hantouche, Elie G. / Sleiman, Sarah A.	Axial restraint forces in shear endplates of steel frames due to fire	528-541
Najafi, M. / Wang, Y. C.	Axially restrained steel beams with web openings at elevated temperatures, part 1: Behaviour and numerical simulation results	745-761
Najafi, M. / Wang, Y. C.	Axially restrained steel beams with web openings at elevated temperatures, part 2: Development of an analytical method	687-705
Hijaj, Mutaz Al / Mahamid, Mustafa	Behavior of skewed extended shear tab connections part I: Connection to supporting web	305-320
Mahamid, Mustafa / Hijaj, Mutaz Al	Behavior of skewed extended shear tab connections part II: Connection to supporting flange	462-472
Aslani, Farhad / Uy, Brian / Hur, James / Carino, Paolo	Behaviour and design of hollow and concrete-filled spiral welded steel tube columns subjected to axial compression	261-288
Najafi, M. / Wang, Y. C.	Behaviour and design of steel members with web openings under combined bending, shear and compression	579-600
Martins, André Dias / Camotim, Dinar / Dinis, Pedro Borges	Behaviour and DSM design of stiffened lipped channel columns undergoing local-distortional interaction	99-118
Liao, Fangfang / Wu, Hanheng / Wang, Ruizhi / Zhou, Tianhua	Compression test and analysis of multi-limbs built-up cold-formed steel stub columns	405-415
Tankova, Trayana / Marques, Liliana / Andrade, Anísio / da Silva, Luís Simões	A consistent methodology for the out-of-plane buckling resistance of prismatic steel beam-columns	839-852
Hasançebi, Oğuzhan	Cost efficiency analyses of steel frameworks for economical design of multi-storey buildings	380-396
King, C. M. / Davison, J. B.	Development of a proposed design method for discontinuous columns in braced frames	233-244
Pirmoz, Akbar / Liu, Min (Max)	Direct displacement-based seismic design of semi-rigid steel frames	201-209
Limazie, Toi / Chen, Shiming	Effective shear connection for shallow cellular composite floor beams	772-788
Truong, Viet-Hung / Nguyen, Phu-Cuong / Kim, Seung-Eock	An efficient method for optimizing space steel frames with semi-rigid joints using practical advanced analysis and the micro-genetic algorithm	416-427
Jönsson, Jeppe / Stan, Tudor-Cristian	European column buckling curves and finite element modelling including high strength steels	136-151
Wang, Jingfeng / Li, Beibei / Li, Jinchao	Experimental and analytical investigation of semi-rigid CFST frames with external SCWPs	289-304
Ren, Qing-Xin / Han, Lin-Hai / Hou, Chao / Hua, You-Xing	Experimental behaviour of tapered CFST columns under combined compression and bending	39-52
Kim, Moonjeong / Park, Hoyoung / Han, Myounghwan / Choi, Byong J.	Experimental evaluation of bending-moment performance about steel plate-concrete structures with mechanical splice	362-370
Melissianos, Vasileios E. / Lignos, Xenofon A. / Bachas, Konstantinos K. / Gantes, Charis J.	Experimental investigation of pipes with flexible joints under fault rupture	633-648
Shi, Gang / Chen, Xuesen / Wang, Dongyang	Experimental study of ultra-large capacity end-plate joints	354-361
Tao, Zhong / Hassan, Md Kamrul / Song, Tian-Yi / Han, Lin-Hai	Experimental study on blind bolted connections to concrete-filled stainless steel columns	825-838
Cicero, S. / Garcia, T. / Alvarez, J. A. / Klimpel, A. / Bannister, A. / Martín-Meizoso, A.	Fatigue behaviour and BS7608 fatigue classes of steels with thermally cut holes	74-83
Wardenier, Jaap / de Vries, Peter / Timmerman, Gerrit	Fatigue behaviour of a welded I-section under a line load in compression	210-218
Alavi, Amir H. / Hasni, Hassene / Jiao, Pengcheng / Borchani, Wassim / Lajnef, Nizar	Fatigue cracking detection in steel bridge girders through a self-powered sensing concept	19-38
Fischer, Erica C. / Varma, Amit H.	Fire resilience of composite beams with simple connections: Parametric studies and design	119-135
Guo, Hongcun / Long, Xu / Yao, Yao	Fire resistance of concrete filled steel tube columns subjected to non-uniform heating	542-554
Li, Guochang / Liu, Di / Yang, Zhijian / Zhang, Chunyu	Flexural behavior of high strength concrete filled high strength square steel tube	732-744
Somodi, B. / Kövesdi, B.	Flexural buckling resistance of cold-formed HSS hollow section members	179-192
Kim, Sang-Hyo / Park, Sejun / Kim, Kun-Soo / Jung, Chi-Young	Generalized formulation for shear resistance on Y-type perfobond rib shear connectors	245-260
Fang, Han / Wong, M. B. / Bai, Yu	Heating rate effect on the thermophysical properties of steel in fire	611-617
Neubert, S. / Pittner, A. / Rethmeier, M.	Influence of non-uniform martensitic transformation on residual stresses and distortion of GMA-welding	193-200
Nellinger, Sebastian / Odenbreit, Christoph / Obiala, Renata / Lawson, Mark	Influence of transverse loading onto push-out tests with deep steel decking	335-353
Fang, Cheng / Yam, Michael C. H. / Lam, Angus C. C. / Liu, Yunhao / Chung, K. F.	Local web buckling of double-coped steel beam connections	166-178
Yaghoubshahi, Mojgan / Alinia, M. M. / Milani, Abbas S.	Master S-N curve approach to fatigue prediction of breathing web panels	789-799
Feng, Ruo-Qiang / Liu, Feng-cheng / Yan, Guirong / Chang, Xiao-liang	Mechanical behavior of Ring-sleeve joints of single-layer reticulated shells	601-610
Kong, Zhengyi / Kim, Seung-Eock	Moment-rotation behavior of top-and seat-angle connections with double web angles	428-439
Shi, Gang / Chen, Xuesen	Moment-rotation curves of ultra-large capacity end-plate joints based on component method	451-461
Dabiri, M. / Ghafouri, M. / Raftar, H. R. Rohani / Björk, T.	Neural network-based assessment of the stress concentration factor in a T-welded joint	567-578
Hassan, Emad M. / Serror, Mohammed H. / Mourad, Sherif A.	Numerical prediction of available rotation capacity of cold-formed steel beams	84-98
Jiang, Jin / Chiew, S. P. / Lee, C. K. / Tiong, P. L. Y.	A numerical study on residual stress of high strength steel box column	440-450
Wei, Mu-Wang / Liew, J. Y. Richard / Fu, Xue-Yi	Panel action of novel partially connected buckling-restrained steel plate shear walls	483-497
Bernuzzi, Claudio / Simoncelli, Marco / Venezia, Marcello	Performance of mono-symmetric upright pallet racks under slab deflections	672-686
Jihong, Ye / Nian, Qi	Progressive collapse simulation based on DEM for single-layer reticulated domes	721-731
Budiono, Bambang / Moestopo, Muslinang / Kusumastuti, Dyah / Muslih, M. Refai	Residual stress effect on link element of eccentrically braced frame	397-404
Somodi, B. / Kövesdi, B.	Residual stress measurements on cold-formed HSS hollow section columns	706-720
Subramanian, Lakshmi / White, Donald W.	Resolving the disconnects between lateral torsional buckling experimental tests, test simulations and design strength equations	321-334
Kazemzadeh Azad, Sina / Topkaya, Cem	A review of research on steel eccentrically braced frames	53-73
D'Aniello, Mario / Tartaglia, Roberto / Costanzo, Silvia / Landolfo, Raffaele	Seismic design of extended stiffened end-plate joints in the framework of Eurocodes	512-527
Kechidi, Smail / Bourahla, Nouredine / Castro, José Miguel	Seismic design procedure for cold-formed steel sheathed shear wall frames: Proposal and evaluation	219-232
Lan, Wenwu / Zhang, Zhongwen / Li, Bing	Seismic performance of T-shaped steel-concrete composite structural walls subjected to loadings from different directions	7-18
Su, Mingzhou / Wang, Huimeng / Wang, Zhenshan / Wang, Feng	Shaking table tests on steel portal frames consisting of non-compact tapered members	473-482
Pham, Cao Hung	Shear buckling of plates and thin-walled channel sections with holes	800-811
Iskander, Mina S. / Shaat, Amr A. / Sayed-Ahmed, Ezzeldin Y. / Soliman, Emam A.	Strengthening CHS T-joints subjected to brace axial compression using through-bolts	555-566
Liu, Dongyu / Liu, Hongbo / Chen, Zhihua / Liao, Xiangwei	Structural behavior of extreme thick-walled cold-formed square steel columns	371-379
Pournara, Aglaia E. / Karamanos, Spyros A. / Mecozzi, Elisabetta / Lucci, Antonio	Structural resistance of high-strength steel CHS members	152-165
Wong, M. B.	Temperature analysis of partially heated steel members in fire	1-6
Ding, Yang / Chen, Zhao-Tao / Zong, Liang / Yan, Jia-Bao	A theoretical strut model for severe seismic analysis of single-layer reticulated domes	661-671
Sadovsky, Z. / Kriváček, J.	Tolerances of imperfections and strength of cold-formed lipped channel column	762-771
Natário, P. / Silvestre, N. / Camotim, D.	Web crippling of beams under ITF loading: A novel DSM-based design approach	812-824
Valente, Marco / Castiglioni, Carlo A. / Kanyilmaz, Alper	Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses	498-511

Auteur(s)

Titre

Page(s)

Hou, Chao / Han, Lin-Hai

Analytical behaviour of CFDST chord to CHS brace composite K-joints

618-632

Chen, Suwen / Wu, Pei

Analytical model for predicting axial compressive behavior of steel reinforced concrete column

649-660

Hantouche, Elie G. / Sleiman, Sarah A.

Axial restraint forces in shear endplates of steel frames due to fire

528-541

Najafi, M. / Wang, Y. C.

Axially restrained steel beams with web openings at elevated temperatures, part 1: Behaviour and numerical simulation results

745-761

Najafi, M. / Wang, Y. C.

Axially restrained steel beams with web openings at elevated temperatures, part 2: Development of an analytical method

687-705

Hijaj, Mutaz Al / Mahamid, Mustafa

Behavior of skewed extended shear tab connections part I: Connection to supporting web

305-320

Mahamid, Mustafa / Hijaj, Mutaz Al

Behavior of skewed extended shear tab connections part II: Connection to supporting flange

462-472

Aslani, Farhad / Uy, Brian / Hur, James / Carino, Paolo

Behaviour and design of hollow and concrete-filled spiral welded steel tube columns subjected to axial compression

261-288

Najafi, M. / Wang, Y. C.

Behaviour and design of steel members with web openings under combined bending, shear and compression

579-600

Martins, André Dias / Camotim, Dinar / Dinis, Pedro Borges

Behaviour and DSM design of stiffened lipped channel columns undergoing local-distortional interaction

99-118

Liao, Fangfang / Wu, Hanheng / Wang, Ruizhi / Zhou, Tianhua

Compression test and analysis of multi-limbs built-up cold-formed steel stub columns

405-415

Tankova, Trayana / Marques, Liliana / Andrade, Anísio / da Silva, Luís Simões

A consistent methodology for the out-of-plane buckling resistance of prismatic steel beam-columns

839-852

Hasançebi, Oğuzhan

Cost efficiency analyses of steel frameworks for economical design of multi-storey buildings

380-396

King, C. M. / Davison, J. B.

Development of a proposed design method for discontinuous columns in braced frames

233-244

Pirmoz, Akbar / Liu, Min (Max)

Direct displacement-based seismic design of semi-rigid steel frames

201-209

Limazie, Toi / Chen, Shiming

Effective shear connection for shallow cellular composite floor beams

772-788

Truong, Viet-Hung / Nguyen, Phu-Cuong / Kim, Seung-Eock

An efficient method for optimizing space steel frames with semi-rigid joints using practical advanced analysis and the micro-genetic algorithm

416-427

Jönsson, Jeppe / Stan, Tudor-Cristian

European column buckling curves and finite element modelling including high strength steels

136-151

Wang, Jingfeng / Li, Beibei / Li, Jinchao

Experimental and analytical investigation of semi-rigid CFST frames with external SCWPs

289-304

Ren, Qing-Xin / Han, Lin-Hai / Hou, Chao / Hua, You-Xing

Experimental behaviour of tapered CFST columns under combined compression and bending

39-52

Kim, Moonjeong / Park, Hoyoung / Han, Myounghwan / Choi, Byong J.

Experimental evaluation of bending-moment performance about steel plate-concrete structures with mechanical splice

362-370

Melissianos, Vasileios E. / Lignos, Xenofon A. / Bachas, Konstantinos K. / Gantes, Charis J.

Experimental investigation of pipes with flexible joints under fault rupture

633-648

Shi, Gang / Chen, Xuesen / Wang, Dongyang

Experimental study of ultra-large capacity end-plate joints

354-361

Tao, Zhong / Hassan, Md Kamrul / Song, Tian-Yi / Han, Lin-Hai

Experimental study on blind bolted connections to concrete-filled stainless steel columns

825-838

Cicero, S. / Garcia, T. / Alvarez, J. A. / Klimpel, A. / Bannister, A. / Martín-Meizoso, A.

Fatigue behaviour and BS7608 fatigue classes of steels with thermally cut holes

74-83

Wardenier, Jaap / de Vries, Peter / Timmerman, Gerrit

Fatigue behaviour of a welded I-section under a line load in compression

210-218

Alavi, Amir H. / Hasni, Hassene / Jiao, Pengcheng / Borchani, Wassim / Lajnef, Nizar

Fatigue cracking detection in steel bridge girders through a self-powered sensing concept

19-38

Fischer, Erica C. / Varma, Amit H.

Fire resilience of composite beams with simple connections: Parametric studies and design

119-135

Guo, Hongcun / Long, Xu / Yao, Yao

Fire resistance of concrete filled steel tube columns subjected to non-uniform heating

542-554

Li, Guochang / Liu, Di / Yang, Zhijian / Zhang, Chunyu

Flexural behavior of high strength concrete filled high strength square steel tube

732-744

Somodi, B. / Kövesdi, B.

Flexural buckling resistance of cold-formed HSS hollow section members

179-192

Kim, Sang-Hyo / Park, Sejun / Kim, Kun-Soo / Jung, Chi-Young

Generalized formulation for shear resistance on Y-type perfobond rib shear connectors

245-260

Fang, Han / Wong, M. B. / Bai, Yu

Heating rate effect on the thermophysical properties of steel in fire

611-617

Neubert, S. / Pittner, A. / Rethmeier, M.

Influence of non-uniform martensitic transformation on residual stresses and distortion of GMA-welding

193-200

Nellinger, Sebastian / Odenbreit, Christoph / Obiala, Renata / Lawson, Mark

Influence of transverse loading onto push-out tests with deep steel decking

335-353

Fang, Cheng / Yam, Michael C. H. / Lam, Angus C. C. / Liu, Yunhao / Chung, K. F.

Local web buckling of double-coped steel beam connections

166-178

Yaghoubshahi, Mojgan / Alinia, M. M. / Milani, Abbas S.

Master S-N curve approach to fatigue prediction of breathing web panels

789-799

Feng, Ruo-Qiang / Liu, Feng-cheng / Yan, Guirong / Chang, Xiao-liang

Mechanical behavior of Ring-sleeve joints of single-layer reticulated shells

601-610

Kong, Zhengyi / Kim, Seung-Eock

Moment-rotation behavior of top-and seat-angle connections with double web angles

428-439

Shi, Gang / Chen, Xuesen

Moment-rotation curves of ultra-large capacity end-plate joints based on component method

451-461

Dabiri, M. / Ghafouri, M. / Raftar, H. R. Rohani / Björk, T.

Neural network-based assessment of the stress concentration factor in a T-welded joint

567-578

Hassan, Emad M. / Serror, Mohammed H. / Mourad, Sherif A.

Numerical prediction of available rotation capacity of cold-formed steel beams

84-98

Jiang, Jin / Chiew, S. P. / Lee, C. K. / Tiong, P. L. Y.

A numerical study on residual stress of high strength steel box column

440-450

Wei, Mu-Wang / Liew, J. Y. Richard / Fu, Xue-Yi

Panel action of novel partially connected buckling-restrained steel plate shear walls

483-497

Bernuzzi, Claudio / Simoncelli, Marco / Venezia, Marcello

Performance of mono-symmetric upright pallet racks under slab deflections

672-686

Jihong, Ye / Nian, Qi

Progressive collapse simulation based on DEM for single-layer reticulated domes

721-731

Budiono, Bambang / Moestopo, Muslinang / Kusumastuti, Dyah / Muslih, M. Refai

Residual stress effect on link element of eccentrically braced frame

397-404

Somodi, B. / Kövesdi, B.

Residual stress measurements on cold-formed HSS hollow section columns

706-720

Subramanian, Lakshmi / White, Donald W.

Resolving the disconnects between lateral torsional buckling experimental tests, test simulations and design strength equations

321-334

Kazemzadeh Azad, Sina / Topkaya, Cem

A review of research on steel eccentrically braced frames

53-73

D'Aniello, Mario / Tartaglia, Roberto / Costanzo, Silvia / Landolfo, Raffaele

Seismic design of extended stiffened end-plate joints in the framework of Eurocodes

512-527

Kechidi, Smail / Bourahla, Nouredine / Castro, José Miguel

Seismic design procedure for cold-formed steel sheathed shear wall frames: Proposal and evaluation

219-232

Lan, Wenwu / Zhang, Zhongwen / Li, Bing

Seismic performance of T-shaped steel-concrete composite structural walls subjected to loadings from different directions

7-18

Su, Mingzhou / Wang, Huimeng / Wang, Zhenshan / Wang, Feng

Shaking table tests on steel portal frames consisting of non-compact tapered members

473-482

Pham, Cao Hung

Shear buckling of plates and thin-walled channel sections with holes

800-811

Iskander, Mina S. / Shaat, Amr A. / Sayed-Ahmed, Ezzeldin Y. / Soliman, Emam A.

Strengthening CHS T-joints subjected to brace axial compression using through-bolts

555-566

Liu, Dongyu / Liu, Hongbo / Chen, Zhihua / Liao, Xiangwei

Structural behavior of extreme thick-walled cold-formed square steel columns

371-379

Pournara, Aglaia E. / Karamanos, Spyros A. / Mecozzi, Elisabetta / Lucci, Antonio

Structural resistance of high-strength steel CHS members

152-165

Wong, M. B.

Temperature analysis of partially heated steel members in fire

1-6

Ding, Yang / Chen, Zhao-Tao / Zong, Liang / Yan, Jia-Bao

A theoretical strut model for severe seismic analysis of single-layer reticulated domes

661-671

Sadovsky, Z. / Kriváček, J.

Tolerances of imperfections and strength of cold-formed lipped channel column

762-771

Natário, P. / Silvestre, N. / Camotim, D.

Web crippling of beams under ITF loading: A novel DSM-based design approach

812-824

Valente, Marco / Castiglioni, Carlo A. / Kanyilmaz, Alper

Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses

498-511

Publicité

Journal of Constructional Steel Research - janvier 2017

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Journal of Constructional Steel Research - janvier 2017

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.