実大載荷実験を通じた RC 骨組に取り付けた乾式間仕切り壁と鋼製ドアの損傷に関する考察

Shotaro Yagi; Nobuhiko Tatsumi; Koshiro Nishimura; Tsuyoshi Seike; Shoichi Kishiki; Mitsuki Isoda; Shinichi Honda; Masaki Maeda

doi:10.3130/aijt.28.1125

実大載荷実験を通じた RC 骨組に取り付けた乾式間仕切り壁と鋼製ドアの損傷に関する考察

Translated title of the contribution: EXPERIMENTAL EVALUATION OF LGS PARTITION WALL AND STEEL DOOR INSTALLED IN RC FRAME

Shotaro Yagi, Nobuhiko Tatsumi, Koshiro Nishimura, Tsuyoshi Seike, Shoichi Kishiki, Mitsuki Isoda, Shinichi Honda, Masaki Maeda

ENG - Architecture and Building Science

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

Abstract

In this study, loading tests were conducted on RC structural frame with LGS partition wall and steel door as test specimens. In the test, damage observation was conducted to understand damage to LGS wall and steel doors for each story drifts. Among the observed damage was ones thought to be caused by the residual deformation of the seismic wall of RC frame. It was also found that when story drift angle exceeds 1/200, the door required force more than 100N to open and when it exceeds 1/100, the door could not be opened.

Translated title of the contribution	EXPERIMENTAL EVALUATION OF LGS PARTITION WALL AND STEEL DOOR INSTALLED IN RC FRAME
Original language	Japanese
Pages (from-to)	1125-1130
Number of pages	6
Journal	AIJ Journal of Technology and Design
Volume	28
Issue number	70
DOIs	https://doi.org/10.3130/aijt.28.1125
Publication status	Published - 2022 Oct 20

ASJC Scopus subject areas

Architecture
Building and Construction

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10.3130/aijt.28.1125

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title = "実大載荷実験を通じた RC 骨組に取り付けた乾式間仕切り壁と鋼製ドアの損傷に関する考察",

abstract = "In this study, loading tests were conducted on RC structural frame with LGS partition wall and steel door as test specimens. In the test, damage observation was conducted to understand damage to LGS wall and steel doors for each story drifts. Among the observed damage was ones thought to be caused by the residual deformation of the seismic wall of RC frame. It was also found that when story drift angle exceeds 1/200, the door required force more than 100N to open and when it exceeds 1/100, the door could not be opened.",

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author = "Shotaro Yagi and Nobuhiko Tatsumi and Koshiro Nishimura and Tsuyoshi Seike and Shoichi Kishiki and Mitsuki Isoda and Shinichi Honda and Masaki Maeda",

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T1 - 実大載荷実験を通じた RC 骨組に取り付けた乾式間仕切り壁と鋼製ドアの損傷に関する考察

AU - Yagi, Shotaro

AU - Tatsumi, Nobuhiko

AU - Nishimura, Koshiro

AU - Seike, Tsuyoshi

AU - Kishiki, Shoichi

AU - Isoda, Mitsuki

AU - Honda, Shinichi

AU - Maeda, Masaki

PY - 2022/10/20

Y1 - 2022/10/20

N2 - In this study, loading tests were conducted on RC structural frame with LGS partition wall and steel door as test specimens. In the test, damage observation was conducted to understand damage to LGS wall and steel doors for each story drifts. Among the observed damage was ones thought to be caused by the residual deformation of the seismic wall of RC frame. It was also found that when story drift angle exceeds 1/200, the door required force more than 100N to open and when it exceeds 1/100, the door could not be opened.

AB - In this study, loading tests were conducted on RC structural frame with LGS partition wall and steel door as test specimens. In the test, damage observation was conducted to understand damage to LGS wall and steel doors for each story drifts. Among the observed damage was ones thought to be caused by the residual deformation of the seismic wall of RC frame. It was also found that when story drift angle exceeds 1/200, the door required force more than 100N to open and when it exceeds 1/100, the door could not be opened.

KW - Damage Observation

KW - LGS partition wall

KW - Loading test

KW - RC structure

KW - Steel door

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実大載荷実験を通じた RC 骨組に取り付けた乾式間仕切り壁と鋼製ドアの損傷に関する考察

Abstract

ASJC Scopus subject areas

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