EXPERIMENTAL STUDY ON RESPONSE CHARACTERISTICS OF SEISMICALLY ISOLATED BUILDINGS AGAINST TSUNAMI SURGE FORCES (PART 2) : THE IMPACT OF TSUNAMI INFLOW INTO THE ISOLATION INTERFACE

Guidelines and various studies on tsunami load acting on seismically isolated buildings (SIBs) have shown that tsunami forces can generally be evaluated using hydrostatic pressure equations, like resistant buildings. However, the effects of tsunami inflow into isolation interface on tsunami force and structural response have not been investigated, considering the actual conditions of isolation clearance and interface. Therefore, this study conducted hydraulic model experiments using scaled models that reproduced these features to investigate how pit inundation affects tsunami loads and response behavior of SIBs.

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Publication Details

Journal
Journal of Structural and Construction Engineering (Transactions of AIJ)
Published
2026-06-30
DOI
https://doi.org/10.3130/aijs.91.826
Primary Topic
Earthquake and Tsunami Effects
Type
article
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article

EXPERIMENTAL STUDY ON RESPONSE CHARACTERISTICS OF SEISMICALLY ISOLATED BUILDINGS AGAINST TSUNAMI SURGE FORCES (PART 2) : THE IMPACT OF TSUNAMI INFLOW INTO THE ISOLATION INTERFACE

Yoshitsugu Kawakami, Satoru FUJIMORI, Masahito KOBAYASHI, Tomoaki HOZUMI et al.
Journal of Structural and Construction Engineering (Transactions of AIJ)
Earthquake and Tsunami Effects
article

EXPERIMENTAL STUDY ON RESPONSE CHARACTERISTICS OF SEISMICALLY ISOLATED BUILDINGS AGAINST TSUNAMI SURGE FORCES (PART 2) : THE IMPACT OF TSUNAMI INFLOW INTO THE ISOLATION INTERFACE

Yoshitsugu Kawakami, Satoru FUJIMORI, Masahito KOBAYASHI, Tomoaki HOZUMI, Tsumugu TAKAHASHI, Katsuhiko SONE
article en

Abstract

Guidelines and various studies on tsunami load acting on seismically isolated buildings (SIBs) have shown that tsunami forces can generally be evaluated using hydrostatic pressure equations, like resistant buildings. However, the effects of tsunami inflow into isolation interface on tsunami force and structural response have not been investigated, considering the actual conditions of isolation clearance and interface. Therefore, this study conducted hydraulic model experiments using scaled models that reproduced these features to investigate how pit inundation affects tsunami loads and response behavior of SIBs.

Journal of Structural and Construction Engineering (Transactions of AIJ)Vol. 91(845)
Hiroshima Institute of Technology (JP), Meiji University (JP), Institution of Structural Engineers (GB)
Climate action
Openalex Percentile: Top 12%
Earthquake and Tsunami Effects
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