Assessment of modified consecutive modal pushover analysis for estimating the seismic demands of tall buildings with dual system considering steel concentrically braced frames-Reference-Cited by-同舟云学术

Assessment of modified consecutive modal pushover analysis for estimating the seismic demands of tall buildings with dual system considering steel concentrically braced frames

Published:2012-05 Issue: Volume:72 Page:155-167
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Khoshnoudian Faramarz,Kashani M. Mehdi B.

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. Limits of applicability of conventional and adaptive pushover analysis for seismic response assessment. Report 2005/02. Mid-America Earthquake Center Civil and Environmental Engineering Department University of Illinois at Urbana-Champaign;Papanikolaou,2005

2. Multi-mode pushover procedure (MMP) a method to identify the effects of higher modes in a pushover analysis;Sasaki,1998

3. A pushover procedure for tall buildings;Moghadam,2002

4. A modal pushover analysis procedure for estimating seismic demands for buildings;Chopra;Earthquake Eng Struct Dyn,2002

5. Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands;Chopra;Earthquake Spectra,2004

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