Numerical study on factors that influence the in-plane drift capacity of unreinforced masonry walls-Reference-Cited by-同舟云学术

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Numerical study on factors that influence the in-plane drift capacity of unreinforced masonry walls

Published:2018-02-22 Issue:6 Volume:47 Page:1440-1459
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Dolatshahi Kiarash M.¹²^ORCID,Nikoukalam Mohammad T.³,Beyer Katrin⁴^ORCID

Affiliation:

1. Civil and Environmental Department; Sharif University of Technology; Iran

2. Visiting Professor at Ecole Polytechnique Fédérale de Lausanne (EPFL); Switzerland

3. Department of Civil and Environmental Engineering; University of Tehran; Tehran Iran

4. École Polytechnique Fédérale de Lausanne (EPFL), School of Architecture; Civil and Environmental Engineering; Switzerland

Funder

Sharif University of Technology

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.3024/fullpdf

Reference54 articles.

1. Direct displacement-based design: use of inelastic vs. elastic design spectra;Chopra;Earthq Spectra,2001

2. Displacement-based design of RC structures subjected to earthquakes;Moehle;Earthq Spectra,1992

3. Displacement-based seismic assessment of existing reinforced concrete buildings;Priestley;Bull NZ Soc Earthq Eng,1996

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