Seismic Performance of RC Frame Hospital Buildings Using Friction Dampers under Multiple Earthquakes

Frequent earthquakes indicate that isolated seismic events are rare, with the probability of an independent earthquake typically not exceeding 10%. Earthquakes are not isolated phenomena and may occur in quick succession under certain conditions. If buildings are not reinforced, they may suffer significant damage or even collapse when subjected to subsequent earthquakes. Currently, most international seismic design codes only consider single seismic events, i.e., the effect of the main earthquake. Studying the seismic performance of buildings under multiple earthquakes is of great significance both academically and practically, under a seismic load of 620 Gallons, the damping structure reduced inter story displacement by 18% compared to traditional design, indicating improved elasticity.

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Publication Details

Journal
Advances in Research
Published
2025-02-20
DOI
https://doi.org/10.9734/air/2025/v26i11266
Primary Topic
Seismic Performance and Analysis
Type
article
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article

Seismic Performance of RC Frame Hospital Buildings Using Friction Dampers under Multiple Earthquakes

Hai Zhao He
Advances in Research
Seismic Performance and Analysis
article

Seismic Performance of RC Frame Hospital Buildings Using Friction Dampers under Multiple Earthquakes

Hai Zhao He
article en

Abstract

Frequent earthquakes indicate that isolated seismic events are rare, with the probability of an independent earthquake typically not exceeding 10%. Earthquakes are not isolated phenomena and may occur in quick succession under certain conditions. If buildings are not reinforced, they may suffer significant damage or even collapse when subjected to subsequent earthquakes. Currently, most international seismic design codes only consider single seismic events, i.e., the effect of the main earthquake. Studying the seismic performance of buildings under multiple earthquakes is of great significance both academically and practically, under a seismic load of 620 Gallons, the damping structure reduced inter story displacement by 18% compared to traditional design, indicating improved elasticity.

Advances in ResearchVol. 26(1)
North China University of Water Resources and Electric Power (CN)
Openalex Percentile: Top 97%
Seismic Performance and Analysis
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