Seismic behavior of precast segmental bridge columns reinforced with hybrid FRP-steel bars-Reference-Cited by-同舟云学术

Seismic behavior of precast segmental bridge columns reinforced with hybrid FRP-steel bars

Published:2021-02 Issue: Volume:228 Page:111484
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Cai Zhong-Kui,Yuan Wei,Wang Zhenyu,Smith Scott T.

Funder

Natural Science Foundation of Jiangsu Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference47 articles.

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4. Design criterion for the self-centering capacity of precast segmental UHPC bridge columns with unbonded post-tensioning tendons;Wang;Eng Struct,2019

5. Research on seismic resilience of prestressed precast segmental bridge piers reinforced with high-strength bars through experimental testing and numerical modelling;Tong;Eng Struct,2019

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