Experimental Investigate on Seismic Performance of RC Hill-Side Stilted Buildings Affected by Vertical Stiffness Irregularity-Reference-Cited by-同舟云学术

Experimental Investigate on Seismic Performance of RC Hill-Side Stilted Buildings Affected by Vertical Stiffness Irregularity

Published:2023-11-27 Issue: Volume: Page:1-19
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Li Ruifeng¹²,Liu Liping¹²,Li Yingmin¹²,Wang Guojue³⁴

Affiliation:

1. Key Laboratory of Earthquake Resistance and Disaster Prevention for Engineering Structures, Chongqing University, Chongqing, China

2. School of Civil Engineering, Chongqing University, Chongqing, China

3. CCTEG Chongqing Engineering (Group) Co., Ltd, Chongqing, China

4. College of Materials Science and Engineering, Chongqing University, Chongqing, PR China

Funder

National Science Foundation of China

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2287136

Reference31 articles.

1. Seismic performance assessment of reinforced concrete hilly buildings with open story

2. Performance Investigation of Existing RC Buildings with Height Irregularity using the IDA Procedure

3. FEMA 461. 2017. Interim Protocols for Determining Seismic Performance Characteristics of Structural and Nonstructural Components Federal Emergency Management Agency, 21–24. Washington, DC: ASCE – American Society of Civil Engineers.

4. Performance evaluation of setback buildings with open ground storey on plain and sloping ground under earthquake loadings and mitigation of failure

5. Seismic performance-based design and risk analysis of thermal power plant building with consideration of vertical and mass irregularities

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