An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier-Reference-Cited by-同舟云学术

An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier

Published:2018-04 Issue: Volume:161 Page:176-191
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Zhen^ORCID,Wang Jing-Quan,Liu Tong-Xu,Zhang Jian^ORCID

Funder

National Natural Science Foundation of China

Scientific Research Foundation of Graduate School of Southeast University

A Project Funded by the Priority Academic Program Development of Jiangsu Higher Education Institutions

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

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference48 articles.

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3. Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars;Ou;Earthq Eng Struct Dyn,2010

4. Concept and development of hybrid solutions for seismic resistant bridge systems;Palermo;J Earthq Eng,2005

5. Enhanced seismic performance of hybrid bridge systems: comparison with traditional monolithic solutions;Palermo;J Earthq Eng,2008

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