Experimental study and parameter analysis on the seismic performance of self-centering hybrid reinforced concrete shear walls-Reference-Cited by-同舟云学术

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Experimental study and parameter analysis on the seismic performance of self-centering hybrid reinforced concrete shear walls

Published:2019-01 Issue: Volume:116 Page:409-420
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Gu Anqi,Zhou Ying,Xiao Yi,Li Qingwu,Qu Ge

Funder

National Basic Research Program of China

Publisher

Elsevier BV

Subject

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

Reference37 articles.

1. The 1985 Chile earthquake: observations on earthquake-resistant construction in Vina del;Wood,1987

2. Direct economic losses in the northridge earthquake: a three-year post-event perspective;Eguchi;Earthq Spectra,1998

3. Seismic response of precast prestressed concrete frames with partially debonded tendons;Priestly;PCI J,1993

4. Seismic tests of precast Beam-to-column Joint subassemblages with unbonded tendons;Priestly;PCI J,1996

5. Seismic behavior and design of unbonded post-tensioned precast concrete walls;Kurama;PCI J,1999

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