Modelling of the panel zone in steel and composite moment frames-Reference-Cited by-同舟云学术

Modelling of the panel zone in steel and composite moment frames

Published:2005-01 Issue:1 Volume:27 Page:129-144
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Castro J.M.,Elghazouli A.Y.,Izzuddin B.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. Krawinkler H., Bertero V.V., Popov E.P. Inelastic behaviour of steel beam-to-column subassemblages. Report No. EERC 71-07, University of California Berkeley, Berkeley, California, 1971

2. Shear in steel beam-to-column connections;Fielding;Welding Journal,1971

3. Panel zone effect on strength and stiffness of steel rigid frames;Becker;Engineering Journal, AISC,1975

4. Lee S.J. Seismic behaviour of steel building structures with composite slabs. Lehigh University, Bethlehem, PA, 1987

5. Cyclic tests of full-scale composite joint subassemblages;Lee;Journal of Structural Engineering, ASCE,1989

Cited by 91 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Dynamic increase factors for progressive collapse analysis of steel structures considering column buckling;Engineering Failure Analysis;2024-06

2. Hybrid simulation of a steel frame with Dissipative Replaceable Link Frames;Bulletin of Earthquake Engineering;2024-04-25

3. Incorporating Modeling Uncertainties in the Collapse Assessment of Capacity-Designed Steel Moment Frames under Seismic Loading;Journal of Structural Engineering;2024-04

4. 3D macro-element for innovative plug-and-play joints;Journal of Constructional Steel Research;2024-03

5. Seismic behaviour of precast concrete beam-column connections with bolted end plates;Structures;2023-12