Seismic risk assessment of self-centering prestressed concrete frames with sliding and masonry infill walls: experimental and numerical models

Author:

Zhu Ruizhao,Guo Tong,Xie LinLin,Song Lianglong,Yang Kun,Tesfamariam Solomon

Funder

China Postdoctoral Science Foundation

Scientific Research Fund of Multi-Functional Shaking Tables Laboratory of Beijing University of Civil Engineering and Architecture

Natural Science Foundation of Jiangsu Province

National Natural Science Foundation of China

Jiangsu Funding Program for Excellent Postdoctoral Talent

Publisher

Springer Science and Business Media LLC

Reference78 articles.

1. Akyildiz AT, Kowalska-Koczwara A, Hojdys L (2021) Seismic protection of RC buildings by Polymeric Infill Wall-Frame Interface. Polymers 13. https://doi.org/10.3390/polym13101577

2. Al-Chaar G (2002) Evaluating strength and stiffness of unreinforced masonry infill structures. US Army Corps of Engineers, Illinois

3. AQSIQ (2010a) Code for design of concrete structures. GB50010-2010. Administration of Quality Supervision. Inspection and Quarantine of the People’s Republic of China, Beijing

4. AQSIQ (2010b) Code for seismic design of buildings. GB50011-2010. Administration of Quality Supervision. Inspection and Quarantine of the People’s Republic of China, Beijing

5. AQSIQ (2015) Seismic ground motion parameter zonation map of China. GB18306-2015. Administration of Quality Supervision. Inspection and Quarantine of the People’s Republic of China, Beijing

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