The effect of joint ductility on the seismic fragility of a regular moment resisting steel frame designed to EC8 provisions-Reference-Cited by-同舟云学术

The effect of joint ductility on the seismic fragility of a regular moment resisting steel frame designed to EC8 provisions

Published:2008-09 Issue:9 Volume:64 Page:987-996
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kazantzi A.K.,Righiniotis T.D.,Chryssanthopoulos M.K.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference44 articles.

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3. FEMA 350. Recommended seismic design criteria for new steel moment-frame buildings. Federal Emergency Management Agency; 2000

4. Foutch D.A., Shi S.. Connection element (type 10) for DRAIN-2DX. Internal report. Urbana (IL): Department of Civil Engineering, University of Illinois at Urbana-Champaign; 1997

5. A connection model for the seismic analysis of welded steel moment frames;Gross;Engineering Structures,1998

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