Improved Modal Pushover Analysis in seismic assessment of asymmetric plan buildings under the influence of one and two horizontal components of ground motions

Author:

Belejo André,Bento Rita

Funder

Portuguese Foundation for Science and Technology

Publisher

Elsevier BV

Subject

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

Reference43 articles.

1. A 3D pushover methodology for seismic assessment of plan asymmetric buildings;Bhatt;Earthq Spectra, Earthq Eng Res Inst,2015

2. 3D pushover 2008: nonlinear static methods for design/assessment of 3D structures Lisbon;Bento,2008

3. Further development of a multimodal pushover analysis procedure for seismic assessment of bridges;Paraskeva;Earthq Eng Struct Dyn,2010

4. An improved modal pushover analysis procedure for estimating seismic demands of structures;Jianmeng;Earthq Eng Eng Vib,2008

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

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