Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors

Kenzo Kodera; Akira Nishitani; Yurina Okihara

doi:10.3130/aijs.83.527

Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors

Kenzo Kodera, Akira Nishitani, Yurina Okihara

Waseda Research Institute for Science and Engineering

Research output: Contribution to journal › Article › peer-review

2 Citations (Scopus)

Abstract

Building damage assessment soon after a seismic event is a very significant issue. At present, the sensor implementation of all the floors of a building with not a few stories is not realistic. This paper proposes a framework of estimating all the story responses at about 11-15 story building only with the data of a limited number of accelerometers. Based on cubic spline interpolation, the framework is constructed with the setting of the boundary conditions at the building top and base. The validity of the framework is demonstrated utilizing E-Defense shake table test data.

Original language	English
Pages (from-to)	527-535
Number of pages	9
Journal	Journal of Structural and Construction Engineering
Volume	83
Issue number	746
DOIs	https://doi.org/10.3130/aijs.83.527
Publication status	Published - 2018 Apr

Keywords

1/3 scale-model 18-story steel building
Boundary condition
Cubic spline interpolation
Seismic response estimation
Structural health monitoring

ASJC Scopus subject areas

Architecture
Building and Construction

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abstract = "Building damage assessment soon after a seismic event is a very significant issue. At present, the sensor implementation of all the floors of a building with not a few stories is not realistic. This paper proposes a framework of estimating all the story responses at about 11-15 story building only with the data of a limited number of accelerometers. Based on cubic spline interpolation, the framework is constructed with the setting of the boundary conditions at the building top and base. The validity of the framework is demonstrated utilizing E-Defense shake table test data.",

keywords = "1/3 scale-model 18-story steel building, Boundary condition, Cubic spline interpolation, Seismic response estimation, Structural health monitoring",

author = "Kenzo Kodera and Akira Nishitani and Yurina Okihara",

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year = "2018",

month = apr,

doi = "10.3130/aijs.83.527",

language = "English",

volume = "83",

pages = "527--535",

journal = "Journal of Structural and Construction Engineering",

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AB - Building damage assessment soon after a seismic event is a very significant issue. At present, the sensor implementation of all the floors of a building with not a few stories is not realistic. This paper proposes a framework of estimating all the story responses at about 11-15 story building only with the data of a limited number of accelerometers. Based on cubic spline interpolation, the framework is constructed with the setting of the boundary conditions at the building top and base. The validity of the framework is demonstrated utilizing E-Defense shake table test data.

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Cubic spline interpolation based estimation of all story seismic responses with acceleration measurement at a limited number of floors

Abstract

Keywords

ASJC Scopus subject areas

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