Cyclic Load Tests on Self-Centering Concrete Pier with External Dissipators and Enhanced Durability-Reference-Cited by-同舟云学术

Cyclic Load Tests on Self-Centering Concrete Pier with External Dissipators and Enhanced Durability

Published:2016-01 Issue:1 Volume:142 Page:04015088
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Guo Tong¹,Cao Zhiliang²,Xu Zhenkuan²,Lu Shuo²

Affiliation:

1. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, P.R. China (corresponding author).

2. Postgraduate Researcher, School of Civil Engineering, Southeast Univ., Nanjing 210096, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001357

Reference36 articles.

1. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

2. Two-plastic-hinge and two dimensional finite element models for post-tensioned precast concrete segmental bridge columns

3. Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands

4. Performance-based seismic design of unbonded precast post-tensioned concrete filled GFRP tube piers

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