Improving seismic behaviors of precast segmental piers with bonded prestressed tendons-Reference-Cited by-同舟云学术

Improving seismic behaviors of precast segmental piers with bonded prestressed tendons

Published:2022-06-23 Issue: Volume: Page:1-20
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Tong Teng¹²,Zhuo Saiyang²,Liu Zhao¹²,Zhuo Weiding³,Wang Xu²

Affiliation:

1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, P.R. China

2. School of Civil Engineering, Southeast University, Nanjing, P.R. China

3. School of Architecture Engineering, Nanjing Institute of Technology, Nanjing, P.R. China

Funder

National Key Research and Development Program of China

National Natural Science Foundation for Young Scientists of Jiangsu Province

Scientific Research Foundation for the High-level Personnel of Nanjing Institute of Technology

Zhishan Youth Scholar Program of SEU

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2082491

Reference59 articles.

1. Cost-based resilience assessment of bridges subjected to earthquakes

2. ASCE 7-10. (2010). Minimum design loads for buildings and other structures. Reston, VA: American Society of Civil Engineers.

3. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

4. Cyclic performance and simplified pushover analyses of precast segmental concrete bridge columns with circular section

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