Seismic performances of precast segmental column under bidirectional earthquake motions: Shake table test and numerical evaluation-Reference-Cited by-同舟云学术

Seismic performances of precast segmental column under bidirectional earthquake motions: Shake table test and numerical evaluation

Published:2019-05 Issue: Volume:187 Page:314-328
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Li Chao,Bi Kaiming,Hao Hong

Funder

Australian Research Council

Curtin University

China Scholarship Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference72 articles.

1. Hewes JT, Priestley MN. Seismic design and performance of precast concrete segmental bridge columns. Report No SSRP-2001/25. University of California, San Diego, CA2002.

2. Cyclic response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete;Billington;J Bridge Eng.,2004

3. Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands;Chou;Earthquake Eng Struct Dynam,2006

4. Large-scale experimental study of precast segmental unbonded posttensioned concrete bridge columns for seismic regions;Ou;J Struct Eng,2009

5. Seismic behavior of posttensioned concrete-filled fiber tubes;ElGawady;J Compos Constr,2010

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