The seismic behaviour of precast concrete interior joints with different connection methods in assembled monolithic subway station-Reference-Cited by-同舟云学术

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The seismic behaviour of precast concrete interior joints with different connection methods in assembled monolithic subway station

Published:2021-04 Issue: Volume:232 Page:111799
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liu Hongtao,Wang Zhenyu,Du Xiuli,Shen Geoffrey Q.P.

Funder

National Natural Science Foundation of China

Natural Science Foundation of Beijing Municipality

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference43 articles.

1. Behavior of unbonded, post-tensioned, precast concrete connections with different percentages of mild steel reinforcement;Ertas;PCI J,2006

2. Nonlinear finite element analysis and modeling of a precast hybrid beam–column connection subjected to cyclic loads;Hawileh;Appl Math Model,2010

3. Design, testing and finite element analysis of an improved precast prestressed beam-to-column joint;Wang;Eng Struct,2019

4. Seismic behaviour of a precast prestressed beam–column joint with energy dissipation bars;Fan;Mag Concr Res,2020

5. Flexural behavior of precast UHPC beam with prestressed bolted hybrid joint;Zhang;Eng Struct,2020

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