Multimode pushover analysis for asymmetric buildings under biaxial seismic excitation based on a new concept of the equivalent single degree of freedom system-Reference-Cited by-同舟云学术

Multimode pushover analysis for asymmetric buildings under biaxial seismic excitation based on a new concept of the equivalent single degree of freedom system

Published:2012-07 Issue: Volume:38 Page:88-96
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Manoukas Grigorios,Athanatopoulou Asimina,Avramidis Ioannis

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. American Society of Civil Engineers. Seismic rehabilitation of existing buildings, ASCE/SEI 41-06 Standard; 2008.

2. Applied Technology Council (ATC). Seismic evaluation and retrofit of concrete buildings, vol. 1. Report no. ATC-40. Redwood City, CA; 1996.

3. European Committee for Standardization. Eurocode 8: design of structures for earthquake resistance. B-1050 Brussels; 2004.

4. Prons and cons of a pushover analysis of seismic performance evaluation;Krawinkler;Engineering Structures,1998

5. Evaluation of modal and FEMA pushover analyses: SAC buildings;Goel;Earthquake Spectra,2004

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