SCALED SHAKING TABLE TEST OF CYLINDRICAL LATTICE ARCH ROOF SUPPORTED BY SINGLE STORY SUBSTRUCTURE SIMULATING SCHOOL GYMNASIUM

Analytical investigations of steel roof structures with supporting substructures have shown that the roof response, including vertical vibration, is coupled with the response of the supporting substructure. However, the seismic response of roof structures including energy-dissipation members has not yet been verified by full-scale shaking table experiments. In this study, shaking table tests of a complete near-real scaled roof model with energy-dissipation members at the supporting substructure are conducted to clarify the actual response characteristics, the response reduction effects, and the collapse behavior of the roof structure.

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Publication Details

Journal
Journal of Structural and Construction Engineering (Transactions of AIJ)
Published
2024-08-31
DOI
https://doi.org/10.3130/aijs.89.955
Citations
5
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
Field-Weighted Citation Impact
1.30
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article

SCALED SHAKING TABLE TEST OF CYLINDRICAL LATTICE ARCH ROOF SUPPORTED BY SINGLE STORY SUBSTRUCTURE SIMULATING SCHOOL GYMNASIUM

Koshiro NISHIMURA, Tetsuo Yamashita, Jun Fujiwara, Tōru Takeuchi et al.
5 citations
Journal of Structural and Construction Engineering (Transactions of AIJ)
Structural Engineering and Vibration Analysis
1.30
article

SCALED SHAKING TABLE TEST OF CYLINDRICAL LATTICE ARCH ROOF SUPPORTED BY SINGLE STORY SUBSTRUCTURE SIMULATING SCHOOL GYMNASIUM

Koshiro NISHIMURA, Tetsuo Yamashita, Jun Fujiwara, Tōru Takeuchi, Yuki TERAZAWA, Sujan Pradhan, Tomohiko KUMAGAI, Yuri Yamaguchi
article en
5 citations

Abstract

Analytical investigations of steel roof structures with supporting substructures have shown that the roof response, including vertical vibration, is coupled with the response of the supporting substructure. However, the seismic response of roof structures including energy-dissipation members has not yet been verified by full-scale shaking table experiments. In this study, shaking table tests of a complete near-real scaled roof model with energy-dissipation members at the supporting substructure are conducted to clarify the actual response characteristics, the response reduction effects, and the collapse behavior of the roof structure.

Journal of Structural and Construction Engineering (Transactions of AIJ)Vol. 89(823)
Tokyo Institute of Technology (JP), Kogakuin University (JP), Meiji University (JP)
Sustainable cities and communities
Openalex Percentile: Top 22%
Structural Engineering and Vibration Analysis
1.30
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