Seismic analysis of MR steel frames based on refined hysteretic models of connections-Reference-Cited by-同舟云学术

Seismic analysis of MR steel frames based on refined hysteretic models of connections

Published:2002-10 Issue:10 Volume:58 Page:1331-1345
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Della Corte G,De Matteis G,Landolfo R,Mazzolani F.M

Publisher

Elsevier BV

Subject

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

Reference16 articles.

1. Ductile design of steel structures;Bruneau,1998

2. Relating ground motion spectral information to structural deformation demands;Gupta,2000

3. FEMA Seismic design criteria for new moment-resisting steel frame construction. Federal Emergency Management Agency Report no. 350, 2001.

4. Hamburger RO, Foutch DA, Cornell CA. Performance basis of guidelines for evaluation, upgrade and design of moment-resisting steel frames. Proceedings of the 12th World Conference on Earthquake Engineering, Oakland, New Zealand, 30 January–4 February 2000.

5. Influence of Connection Modelling on Seismic Response of Moment Resisting Steel Frames;Della Corte,2000

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