Seismic Capacity Survey and Earthquake Risk Assessment of Self-built Buildings in Rural Areas of Shanghai Municipality

Abstract Self-built buildings in rural areas exhibit varying levels of seismic performance, and despite the transformative development in the region over the past decades, such buildings continue to exist in Shanghai Municipality. This study conducted field research and theoretical calculations to gain an overall understanding of the seismic performance of these buildings. In this study, 819 self-built buildings were classified according to their age, field research was conducted to test mortar strength and connection reliability, and the seismic performance of these buildings was analyzed. The results confirm that a considerable stock of unreinforced masonry buildings constructed in the peri-urban townships of Shanghai, especially those erected prior to 1990, exhibit markedly deficient seismic performance and are highly vulnerable to collapse or severe damage from earthquakes. This poses a significant threat to catastrophic casualties and disproportionate economic losses. Consequently, a systematic, high-resolution survey coupled with targeted seismic retrofitting is urgently required to mitigate earthquake-induced disaster risks in building inventories.

Authors

Publication Details

Journal
International Journal of Disaster Risk Science
Published
2026-06-18
DOI
https://doi.org/10.1007/s13753-026-00743-9
Primary Topic
Seismic Performance and Analysis
Type
article
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article

Seismic Capacity Survey and Earthquake Risk Assessment of Self-built Buildings in Rural Areas of Shanghai Municipality

Xingyu Ma, Guixin Zhang, Baitao Sun, Xiangzhao Chen
International Journal of Disaster Risk Science
Seismic Performance and Analysis
article

Seismic Capacity Survey and Earthquake Risk Assessment of Self-built Buildings in Rural Areas of Shanghai Municipality

Xingyu Ma, Guixin Zhang, Baitao Sun, Xiangzhao Chen
article en

Abstract

Abstract Self-built buildings in rural areas exhibit varying levels of seismic performance, and despite the transformative development in the region over the past decades, such buildings continue to exist in Shanghai Municipality. This study conducted field research and theoretical calculations to gain an overall understanding of the seismic performance of these buildings. In this study, 819 self-built buildings were classified according to their age, field research was conducted to test mortar strength and connection reliability, and the seismic performance of these buildings was analyzed. The results confirm that a considerable stock of unreinforced masonry buildings constructed in the peri-urban townships of Shanghai, especially those erected prior to 1990, exhibit markedly deficient seismic performance and are highly vulnerable to collapse or severe damage from earthquakes. This poses a significant threat to catastrophic casualties and disproportionate economic losses. Consequently, a systematic, high-resolution survey coupled with targeted seismic retrofitting is urgently required to mitigate earthquake-induced disaster risks in building inventories.

International Journal of Disaster Risk Science
Climate action
Openalex Percentile: Top 10%
Seismic Performance and Analysis
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