Performance evaluation of wood frame structure with seismic control devices using visco-elastic damper based on pseudo-dynamic analysis

Takuya Aoki; Masayuki Nagano; Toshiaki Sato; Yuichi Masaki; Michio Iguchi

doi:10.3130/aijt.18.165

Performance evaluation of wood frame structure with seismic control devices using visco-elastic damper based on pseudo-dynamic analysis

Takuya Aoki, Masayuki Nagano, Toshiaki Sato, Yuichi Masaki, Michio Iguchi

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

1 Citation (Scopus)

Abstract

This paper describes performance evaluation of a wood frame structure with seismic control devices using a visco-elastic damper based on the pseudo-dynamic analysis. The frame model of the structure is constructed for the pseudo-dynamic vibration tests validated by the experimental results. The energy absorption performance of the frames is evaluated in related with the effect of temperature and location of the brace connection at column.

Original language	English
Pages (from-to)	165-170
Number of pages	6
Journal	AIJ Journal of Technology and Design
Volume	18
Issue number	38
DOIs	https://doi.org/10.3130/aijt.18.165
Publication status	Published - 2012
Externally published	Yes

All Science Journal Classification (ASJC) codes

Architecture
Building and Construction

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10.3130/aijt.18.165

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abstract = "This paper describes performance evaluation of a wood frame structure with seismic control devices using a visco-elastic damper based on the pseudo-dynamic analysis. The frame model of the structure is constructed for the pseudo-dynamic vibration tests validated by the experimental results. The energy absorption performance of the frames is evaluated in related with the effect of temperature and location of the brace connection at column.",

author = "Takuya Aoki and Masayuki Nagano and Toshiaki Sato and Yuichi Masaki and Michio Iguchi",

year = "2012",

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AU - Masaki, Yuichi

AU - Iguchi, Michio

PY - 2012

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AB - This paper describes performance evaluation of a wood frame structure with seismic control devices using a visco-elastic damper based on the pseudo-dynamic analysis. The frame model of the structure is constructed for the pseudo-dynamic vibration tests validated by the experimental results. The energy absorption performance of the frames is evaluated in related with the effect of temperature and location of the brace connection at column.

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Performance evaluation of wood frame structure with seismic control devices using visco-elastic damper based on pseudo-dynamic analysis

Abstract

All Science Journal Classification (ASJC) codes

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