Seismic response of rocking frames with top support eccentricity-Reference-Cited by-同舟云学术

Seismic response of rocking frames with top support eccentricity

Published:2018-07-31 Issue: Volume: Page:
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Dar Amitabh¹²,Konstantinidis Dimitrios¹^ORCID,El-Dakhakhni Wael¹^ORCID

Affiliation:

1. Department of Civil Engineering; McMaster University; Hamilton Canada

2. Bruce Power; Tiverton Canada

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.3096/fullpdf

Reference38 articles.

1. Shaking table testing of multidrum columns and portals;Drosos;Earthq Eng Struct Dyn,2014

2. A finite element model for seismic response analysis of deformable rocking frames;Vassiliou;Earthq Eng Struct Dyn,2017

3. Planar rocking response and stability analysis of an array of free-standing columns capped with a freely supported rigid beam;Makris;Earthq Eng Struct Dyn,2013

4. Dar A Konstantinidis D El-Dakhakhni WW Impact of slenderness on the seismic response of rocking frames in Ontario nuclear power plants 5th International Structural Specialty Conference 2016

5. The behavior of inverted pendulum structures during earthquakes;Housner;Bull Seismol Soc Am,1963

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