Feasible region of post-tensioning force for precast segmental post-tensioned UHPC bridge columns

Author:

Wang Zhen,Wang Jingquan,Chen Kejian,Zhang Jian

Funder

National Natural Science Foundation of China

Project of Science and Technology Research and Development Plan of China Railway Corporation

Science and Technology Research Plan of China Railway Eryuan Engineering Group Corporation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

1. Mander JB, Cheng CT. Seismic resistance of bridge piers based on damage avoidance design. Report no. NCEER-97-0014. Buffalo (NY): State Univ. of New York; 1997.

2. A precast segmental substructure system for standard bridges;Billington;PCI J,1999

3. An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier;Wang;Eng Struct,2018

4. Seismic-resistant precast concrete structures: state of the art;Kurama;J Struct Eng, ASCE,2018

5. Hewes JT, Priestley MJN. Seismic design and performance of precast concrete segmental bridge columns. Report no. SSRP-2001/25. San Diego (CA): Univ.of California; 2002.

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