Journal of Constructional Steel Research - September 2019

Erschienen:	September 2019

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Misiūnaitė, Ieva / Rimkus, Arvydas / Jakuboskis, Ronaldas / Sokolov, Aleksandr / Gribniak, Viktor	Analysis of local deformation effects in cold-formed tubular profiles subjected to bending	598-612
Yuan, Hao / Liu, Huijuan / Ren, Xiaodan / Zhang, Xiuhai / Ai, Desheng / Luo, Yuejing	The bearing performance of the bolt-sphere joints with stochastic pitting corrosion damage	359-373
Tulonen, Joonas / Siitonen, Tuomo / Laaksonen, Anssi	Behaviour of riveted stringer-to-floorbeam connections in cyclic load tests to failure	101-109
Kövesdi, B.	Buckling resistance of orthotropic plates subjected by compression interpolation between plate and column-like behavior	67-76
Zhou, Guangchun / Shi, Jun / Li, Pengcheng / Li, Honghao	Characteristics of structural state of stress for steel frame in progressive collapse	444-456
Lan, Xiaoyi / Chen, Junbo / Chan, Tak-Ming / Young, Ben	The continuous strength method for the design of high strength steel tubular sections in bending	499-509
Kucukler, Merih / Gardner, Leroy	Design of hot-finished tubular steel members using a stiffness reduction method	340-358
Franklin, Nicholas P. / Ahmed, Aziz / Teh, Lip H. / Heffernan, Emma E. / McCarthy, Timothy J.	Efficient 3D lateral analysis of cold-formed steel buildings	16-22
Roy, Krishanu / Ting, Tina Chui Huon / Lau, Hieng Ho / Lim, James B. P.	Experimental and numerical investigations on the axial capacity of cold-formed steel built-up box sections	411-427
Ljubinković, Filip / Martins, João Pedro / Gervásio, Helena / da Silva, Luís Simões / Pedro, José Oliveira	Experimental behavior of curved bottom flanges in steel box-girder bridge decks	169-188
Wang, Wei / Ren, Yingzi / Lu, Zheng / Song, Jiangliang / Han, Bin / Zhou, Ying	Experimental study of the hysteretic behaviour of corrugated steel plate shear walls and steel plate reinforced concrete composite shear walls	136-152
Guo, Yan-Lin / Zhou, Peng / Fu, Peng-Peng / Zhu, Bo-Li / Wang, Meng-Zheng	Experimental test and hysteretic behavior of single cross-arm PCS-BRBs	223-239
Zhang, Jian / Xie, Qiang	Failure analysis of transmission tower subjected to strong wind load	271-279
Aung, May Phyo / Katsuda, Hirohito / Hirohata, Mikihito	Fatigue-performance improvement of patch-plate welding via PWHT with induction heating	280-288
Liu, Yanyan / Dang, Ji / Igarashi, Akira	Implications of bidirectional interaction on nonlinear seismic response of steel piers	289-300
Fanaie, Nader / Faegh, Shervin Safaei / Partovi, Fatemeh	An improved and innovative formulation for calculating amplified elastic story drift induced by RBS connections in steel moment frames	510-527
Kettler, Markus / Derler, Christoph / Schörghofer, Andreas / Macho, Christina / Unterweger, Harald	Laboratory and numerical tests on real crane runway girder with box section	540-558
Jin, Dengyiding / Hou, Chao / Shen, Luming / Han, Lin-Hai	Numerical investigation of demountable CFST K-joints using blind bolts	428-443
Shemshadian, Mohammad E. / Le, Jia-Liang / Schultz, Arturo E. / McGetrick, Patrick / Al-Sabah, Salam / Laefer, Debra F. / Martin, Anthony / Hong, Linh Truong / Huynh, Minh Phuoc	Numerical study of the behavior of intermeshed steel connections under mixed-mode loading	89-100
Lin, Siqi / Zhao, Yan-Gang	Numerical study of the behaviors of axially loaded large-diameter CFT stub columns	54-66
Gizejowski, M. A. / Stachura, Z. / Szczerba, R. B. / Gajewski, M. D.	Out-of-plane buckling resistance of rolled steel H-section beam-columns under unequal end moments	153-168
Bączkiewicz, Jolanta / Pajunen, Sami / Malaska, Mikko / Heinisuo, Markku	Parametric study on temperature distribution of square hollow section joints	490-498
Guan, Yu / Zhou, Xuhong / Shi, Yu / Yao, Xinmei	Prediction of the in-plane mid-span displacement of cold-formed steel floor with steel form-deck and gypsum-based self-leveling underlayment	124-135
Zheng, Baofeng / Shu, Ganping / Jiang, Qinglin	Predictions of material properties in press-braked austenitic stainless steel sections	110-123
El Kalash, Sana N. / Hantouche, Elie G.	Prying effect in unstiffened extended endplate connection with circular bolts configuration	402-410
Martins, J. P. / Simões da Silva, L. / Tankova, T. / Craveiro, H. D.	Reliability assessment of EC3-1-5 methodology of welded slender cross-sections under direct stresses	301-319
Zeng, Lijing / Zhang, Wenyuan / Ding, Yukun	Representative strain-based fatigue and fracture evaluation of I-shaped steel bracing members using the fiber model	476-489
Li, Ying / Liu, Zhifeng / Wang, Yuezhen / Cai, Ligang / Xu, Wenxiang	Research on preload of bolted joints tightening sequence-related relaxation considering elastic interaction between bolts	45-53
Chen, Zhihua / Yang, Shuhan / Liu, Hongbo	Research on the constitutive model of cold-formed thick-walled steel under cyclic loading	457-475
Demonceau, Jean-François / Cerfontaine, Fréderic / Jaspart, Jean-Pierre	Resistance of steel and composite connections under combined axial force and bending including group effects: Analytical procedures and comparison with laboratory tests	320-331
Wang, Meng-Zheng / Guo, Yan-Lin / Zhu, Jing-Shen / Yang, Xiao / Tong, Jing-Zhong	Sectional strength design of concrete-infilled double steel corrugated-plate walls with T-section	23-44
Chen, Lihua / Wang, Shiye / Lou, Yu / Xia, Dengrong	Seismic behavior of double-skin composite wall with L-shaped and C-shaped connectors	255-270
Zhang, Xun / Zhang, Ai-Lin / Liu, Xuechun	Seismic performance of discontinuous cover-plate connection for prefabricated steel plate shear wall	374-386
Ma, Huihuan / Li, Zongyu / Li, Shaozhen / San, Bingbing / Fan, Feng	Stability analysis and performance comparison of large-scale hyperbolic steel cooling towers with different latticed shell systems	559-578
Jiang, Lei / Liu, Yongjian / Fam, Amir / Liu, Jiang / Liu, Bin	Stress concentration factor parametric formulae for concrete-filled rectangular hollow section K-joints with perfobond ribs	579-597
Selvaraj, Sivaganesh / Madhavan, Mahendrakumar	Structural design of cold-formed steel face-to-face connected built-up beams using direct strength method	613-628
Chen, Yun / Chen, Chao / Jiang, Huanjun / Liu, Tao / Wan, Zhiwei	Study of an innovative graded yield metal damper	240-254
Kollipara, V. Ramana / Rao, T. D. Gunneswara	Theoretical approach to the moment capacities of beam-beam splice connection for SHTS	332-339
Jabotian, Hagop V. / Hantouche, Elie G.	Thermal creep behavior of shear tabs in fire using modified burgers model	528-539
Liu, Xiao / Chung, Kwok-Fai / Huang, Mingxin / Wang, Guodong / Nethercot, David A.	Thermomechanical parametric studies on residual stresses in S355 and S690 welded H-sections	387-401
Ahmed, Aziz / Teh, Lip H.	Thread effects on the stiffness of bolted shear connections	77-88
Qin, Ying / Shu, Gan-Ping / Zhou, Guan-Gen / Han, Jian-Hong / Zhou, Xiong-Liang	Truss spacing on innovative composite walls under compression	1-15
Nie, Xin / Wang, Wei / Wang, Yu-Hang / Yu, Jie / Hou, Chao	Ultimate torsional capacity of steel tube confined reinforced concrete columns	207-222
Grisaro, Hezi Y. / Packer, Jeffrey A. / Seica, Michael V.	Weak axis response of steel I-sections subjected to close-in detonations	189-206

Über diese
Datenseite
IssueID
28443
Veröffentlicht am:
07.06.2019
Geändert am:
26.07.2019

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

Journal of Constructional Steel Research - September 2019

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

Journal of Constructional Steel Research - September 2019

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.