Seismic performance of precast concrete-filled circular tube segmental column under biaxial lateral cyclic loadings-Reference-Cited by-同舟云学术

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Seismic performance of precast concrete-filled circular tube segmental column under biaxial lateral cyclic loadings

Published:2018-08-02 Issue:1 Volume:17 Page:271-296
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Li Chao,Hao Hong,Bi Kaiming

Funder

Australian Research Council

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s10518-018-0443-4/fulltext.html

Reference41 articles.

1. Auricchio F, Taylor RL, Lubliner J (1997) Shape-memory alloys: macromodelling and numerical simulations of the superelastic behavior. Comput Methods Appl Mech Eng 146:281–312

2. Billington SL, Yoon J (2004) Cyclic response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete. J Bridge Eng 9:353–363

3. Bousias SN, Verzeletti G, Fardis MN, Gutierrez E (1995) Load-path effects in column biaxial bending with axial force. J Eng Mech 121:596–605

4. Bu ZY, Ou YC, Song JW, Zhang NS, Lee GC (2015) Cyclic loading test of unbonded and bonded posttensioned precast segmental bridge columns with circular section. J Bridge Eng 21:04015043

5. Cai Z-K, Wang Z, Yang TY (2018a) Experimental testing and modeling of precast segmental bridge columns with hybrid normal- and high-strength steel rebars. Constr Build Mater 166:945–955. https://doi.org/10.1016/j.conbuildmat.2018.01.159

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