Pseudostatic Behavior of Precast Piers with Composite Pier–Pile Cap Connections: Experimental Investigation-Reference-Cited by-同舟云学术

Pseudostatic Behavior of Precast Piers with Composite Pier–Pile Cap Connections: Experimental Investigation

Published:2022-05 Issue:5 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhou Qiang¹,Liu Yuqing²,Li Yongjun³

Affiliation:

1. Doctoral Candidate, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

2. Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

3. Senior Engineer, Shanghai Municipal Engineering Design Institute (Group), Shanghai 200092, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001852

Reference29 articles.

1. CCCC Highway Consultants. 2015. General specifications for design of highway bridges and culverts. JTG D64-2015. Beijing: China Communications Press.

2. CCCC Highway Consultants. 2018. Specification for design of highway reinforced concrete and prestressed concrete bridges and culverts. JTG 3362-2018. Beijing: China Communications Press.

3. Cyclic response of a precast composite hollow reinforced concrete column using longitudinal rebars and base plate

4. Experimental investigation of mechanical behaviour of rebar in steel half-grouted sleeve connections with defects in water/binder ratio

5. Research on the influencing factors for residual displacements of RC bridge columns subjected to earthquake loading

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