Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars-Reference-Cited by-同舟云学术

Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars

Published:2010-01-18 Issue:11 Volume:39 Page:1181-1198
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Ou Yu-Chen,Tsai Mu-Sen,Chang Kuo-Chun,Lee George C.

Publisher

Wiley

Subject

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

Reference17 articles.

1. P.S. Mitsubishi Construction Co., Ltd. 2009 http://www.psmic.co.jp/gijyutu/d_kabu01.html

2. Hewes JT Priestley MJN Seismic design and performance of precast concrete segmental bridge columns 2002

3. Large-scale seismic tests of tall concrete bridge columns with precast segmental construction;Wang;Earthquake Engineering and Structural Dynamics,2008

4. Large-scale experimental study of precast segmental unbonded post-tensioned concrete bridge columns for seismic regions;Ou;Journal of Structural Engineering,2009

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