Static loading test on existing school building retrofitted by CFT braces under cyclic horizontal force

Hiroyuki Nakahara; Sunao Akamatsu; Hidehiro Koyamada; Kentaro Yamaguchi; Tomokazu Yoshioka; Toshihiko Ninakawa; Akihiko Kawano

doi:10.3130/aijs.78.1131

Static loading test on existing school building retrofitted by CFT braces under cyclic horizontal force

Hiroyuki Nakahara, Sunao Akamatsu, Hidehiro Koyamada, Kentaro Yamaguchi, Tomokazu Yoshioka, Toshihiko Ninakawa, Akihiko Kawano

Structural Engineering and Disaster Mitigation Section

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

1 Citation (Scopus)

Abstract

An existing school building constructed in 1963 was tested statically under horizontal force. The test specimen was three-story RC building retrofitted by concrete-filled steel tubular (CFT) braces which were only acting under compression. The effect this retrofitting method on the existing building was investigated from viewpoints of strength, stiffness and deformation capacity. The yield and maximum strengths were also investigated and compared the calculations based on the "Standards for Seismic Capacity Evaluation of Existing Reinforce Concrete Buildings" (JBDPA 1977). The retrofitting design of the method was clarified by comparisons between test and calculations.

Original language	English
Pages (from-to)	1131-1138
Number of pages	8
Journal	Journal of Structural and Construction Engineering
Volume	78
Issue number	688
DOIs	https://doi.org/10.3130/aijs.78.1131
Publication status	Published - Jun 2013

All Science Journal Classification (ASJC) codes

Architecture
Building and Construction

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10.3130/aijs.78.1131

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title = "Static loading test on existing school building retrofitted by CFT braces under cyclic horizontal force",

abstract = "An existing school building constructed in 1963 was tested statically under horizontal force. The test specimen was three-story RC building retrofitted by concrete-filled steel tubular (CFT) braces which were only acting under compression. The effect this retrofitting method on the existing building was investigated from viewpoints of strength, stiffness and deformation capacity. The yield and maximum strengths were also investigated and compared the calculations based on the {"}Standards for Seismic Capacity Evaluation of Existing Reinforce Concrete Buildings{"} (JBDPA 1977). The retrofitting design of the method was clarified by comparisons between test and calculations.",

author = "Hiroyuki Nakahara and Sunao Akamatsu and Hidehiro Koyamada and Kentaro Yamaguchi and Tomokazu Yoshioka and Toshihiko Ninakawa and Akihiko Kawano",

year = "2013",

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doi = "10.3130/aijs.78.1131",

language = "English",

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AU - Nakahara, Hiroyuki

AU - Akamatsu, Sunao

AU - Koyamada, Hidehiro

AU - Yamaguchi, Kentaro

AU - Yoshioka, Tomokazu

AU - Ninakawa, Toshihiko

AU - Kawano, Akihiko

PY - 2013/6

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N2 - An existing school building constructed in 1963 was tested statically under horizontal force. The test specimen was three-story RC building retrofitted by concrete-filled steel tubular (CFT) braces which were only acting under compression. The effect this retrofitting method on the existing building was investigated from viewpoints of strength, stiffness and deformation capacity. The yield and maximum strengths were also investigated and compared the calculations based on the "Standards for Seismic Capacity Evaluation of Existing Reinforce Concrete Buildings" (JBDPA 1977). The retrofitting design of the method was clarified by comparisons between test and calculations.

AB - An existing school building constructed in 1963 was tested statically under horizontal force. The test specimen was three-story RC building retrofitted by concrete-filled steel tubular (CFT) braces which were only acting under compression. The effect this retrofitting method on the existing building was investigated from viewpoints of strength, stiffness and deformation capacity. The yield and maximum strengths were also investigated and compared the calculations based on the "Standards for Seismic Capacity Evaluation of Existing Reinforce Concrete Buildings" (JBDPA 1977). The retrofitting design of the method was clarified by comparisons between test and calculations.

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Static loading test on existing school building retrofitted by CFT braces under cyclic horizontal force

Abstract

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