Fatigue damage model for precast bridge piers reinforced with high-strength rebar-Reference-Cited by-同舟云学术

Fatigue damage model for precast bridge piers reinforced with high-strength rebar

Published:2024-09-14 Issue: Volume: Page:1-14
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Zhuo Weiding¹^ORCID,Zhuo Saiyang²^ORCID,Wu Suiwen³⁴^ORCID,Hua Yiyang⁵,Liu Zhao²^ORCID,Tong Teng²^ORCID

Affiliation:

1. School of Architecture Engineering, Nanjing Institute of Technology, Nanjing, China

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

3. State Key Laboratory of Bridge Safety and Resilience, College of Civil Engineering, Hunan University, Changsha, China

4. Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha, China

5. Transportation Division, China Design Group. Co., Ltd, Nanjing, China

Funder

National Natural Science Foundation of China

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

Open Research Fund of NJIT Institute of Industrial Economy and Innovation Management

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2402021

Reference55 articles.

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2. Seismic Performance of High-Strength Steel RC Bridge Columns

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

4. Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records

5. Seismic vulnerability assessment of tall pier bridges under mainshock-aftershock-like earthquake sequences using vector-valued intensity measure