Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames-Reference-Cited by-同舟云学术

Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames

Published:2014-04-16 Issue:13 Volume:43 Page:1935-1954
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Elkady Ahmed¹,Lignos Dimitrios G.¹

Affiliation:

1. Department of Civil Engineering and Applied Mechanics; McGill University; Montreal Canada

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2430/fullpdf

Reference52 articles.

1. Ricles JM Zhang X Lu LW Fisher JW Development of seismic guidelines for deep column steel moment connections Report No. 4-13 2004

2. Krawinkler H Bertero V Popov E Inelastic behaviour of steel beam-to-column subassemblages Report No. EERC 71/07 1971

3. Cyclic behavior of steel moment-resisting connections reinforced by alternative column stiffener details, i: connection performance and continuity plate detailing;Lee;Engineering Journal, AISC,2005

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