Seismic Vulnerability Assessment of Self-Centering Prestressed Concrete Frames with and without Masonry Infill Walls: Experimental and Numerical Models-Reference-Cited by-同舟云学术

Seismic Vulnerability Assessment of Self-Centering Prestressed Concrete Frames with and without Masonry Infill Walls: Experimental and Numerical Models

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhu Ruizhao¹,Guo Tong²^ORCID,Song Lianglong³,Yang Kun⁴,Xu Gang⁵,Tesfamariam Solomon⁶^ORCID

Affiliation:

1. Assistant Researcher, Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., Nanjing 210096, PR China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., Nanjing 210096, PR China (corresponding author). ORCID: .

3. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, PR China.

4. Master’s Student, School of Civil Engineering, Southeast Univ., Nanjing 210096, PR China.

5. Assistant Researcher, School of Civil Engineering, Southeast Univ., Nanjing 210096, PR China.

6. Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. W, Waterloo, ON, Canada N2L 3G1. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13207

Reference47 articles.

1. Seismic Evaluation of Steel Moment Frames Under Mainshock–Aftershock Sequence Designed by Elastic Design and PBPD Methods

2. Evaluating Strength and Stiffness of Unreinforced Masonry Infill Structures

3. Story-specific demand models and seismic fragility estimates for multi-story buildings

4. Performance of Medium-to-High Rise Reinforced Concrete Frame Buildings with Masonry Infill in the 2015 Gorkha, Nepal, Earthquake

5. Seismic behavior of self-centering prestressed precast concrete frame subassembly using steel top and seat angles