Study on Seismic Behavior and Component Vulnerability of Corroded RC Shear Walls Subjected to Flexural Shear Failure-Reference-Cited by-同舟云学术

Study on Seismic Behavior and Component Vulnerability of Corroded RC Shear Walls Subjected to Flexural Shear Failure

Published:2024-07-29 Issue: Volume: Page:1-26
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Zheng Yue¹²³,Kang Xi¹²³,Chen Hongyu⁴,Jin Yuanjun¹²³,Yang Lu⁵

Affiliation:

1. College of Civil Engineering and Architecture, Hebei University, Baoding, China

2. Engineering Research Center of Zero-carbon Energy Buildings and Measurement Techniques, Ministry of Education, Hebei University, Baoding, China

3. Technology Innovation Center for Testing and Evaluation in Civil Engineering of Hebei Province, Hebei University, Baoding, China

4. Beijing Earthquake Agency, Beijing Earthquake Agency, Beijing, China

5. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China

Funder

Science and Technology Projects of Higher Education Institutions in Hebei Province

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2365882

Reference31 articles.

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2. Earthquake-Resistant Squat Walls Reinforced with High-Strength Steel

3. Dhakal, R., and K. Maekawa. 2000. “Determination of Buckling Length of Reinforcing Bars Based on Stability Analysis.” In Jaoan Concrete Institute JCI Annual Conference, 1–6. Miyazaki, Japan.

4. Influence of pinching effect of exterior joints on the seismic behavior of RC frames

5. Research on Component-Performance-Based Seismic Assessment of RC Structures;Han X.;Journal of Building Structures,2014