Fatigue damage model for precast bridge piers reinforced with high-strength rebar
Author(s): |
Weiding Zhuo
(School of Architecture Engineering, Nanjing Institute of Technology, Nanjing, China)
Saiyang Zhuo (School of Civil Engineering, Southeast University, Nanjing, China) Suiwen Wu (State Key Laboratory of Bridge Safety and Resilience, College of Civil Engineering, Hunan University, Changsha, China) Yiyang Hua (Transportation Division, China Design Group. Co., Ltd, Nanjing, China) Zhao Liu (School of Civil Engineering, Southeast University, Nanjing, China) Teng Tong (School of Civil Engineering, Southeast University, Nanjing, China) |
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Medium: | journal article |
Language(s): | English |
Published in: | Structure and Infrastructure Engineering |
Page(s): | 1-14 |
DOI: | 10.1080/15732479.2024.2402021 |
- About this
data sheet - Reference-ID
10799047 - Published on:
23/09/2024 - Last updated on:
23/09/2024