Analytical model for the out-of-plane response of vertically spanning unreinforced masonry walls-Reference-Cited by-同舟云学术

Analytical model for the out-of-plane response of vertically spanning unreinforced masonry walls

Published:2017-07-06 Issue:15 Volume:46 Page:2757-2776
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Godio Michele¹^ORCID,Beyer Katrin¹^ORCID

Affiliation:

1. Earthquake Engineering and Structural Dynamics Laboratory (EESD), School of Architecture, Civil and Environmental Engineering (ENAC); Ecole Polytechnique Fédérale de Lausanne (EPFL); EPFL ENAC IIC EESD, GC B2 495, Station 18 CH-1015 Lausanne Switzerland

Funder

Swiss Federal Office of the Environment

Construction Department of the Canton Basel-Stadt

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2929/fullpdf

Reference50 articles.

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2. The role of the rotational inertia on the seismic resistance of free-standing rocking columns and articulated frames;Makris;Bull Seismol Soc Am,2014

3. Seismic assessment of rocking masonry structures;Lagomarsino;Bull Earthq Eng,2015

4. Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls;Doherty;Earthq Eng Struct Dyn,2002

5. NZSEE 2006

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