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 | |
| Publication status | Published - Jun 1 2013 |
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All Science Journal Classification (ASJC) codes
- Architecture
- Building and Construction
Cite this
Static loading test on existing school building retrofitted by CFT braces under cyclic horizontal force. / Nakahara, Hiroyuki; Akamatsu, Sunao; Koyamada, Hidehiro; Yamaguchi, Kentaro; Yoshioka, Tomokazu; Ninakawa, Toshihiko; Kawano, Akihiko.
In: Journal of Structural and Construction Engineering, Vol. 78, No. 688, 01.06.2013, p. 1131-1138.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Static loading test on existing school building retrofitted by CFT braces under cyclic horizontal force
AU - Nakahara, Hiroyuki
AU - Akamatsu, Sunao
AU - Koyamada, Hidehiro
AU - Yamaguchi, Kentaro
AU - Yoshioka, Tomokazu
AU - Ninakawa, Toshihiko
AU - Kawano, Akihiko
PY - 2013/6/1
Y1 - 2013/6/1
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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UR - http://www.scopus.com/inward/citedby.url?scp=84883857980&partnerID=8YFLogxK
U2 - 10.3130/aijs.78.1131
DO - 10.3130/aijs.78.1131
M3 - Article
AN - SCOPUS:84883857980
VL - 78
SP - 1131
EP - 1138
JO - Journal of Structural and Construction Engineering
JF - Journal of Structural and Construction Engineering
SN - 1340-4202
IS - 688
ER -