Abstract
Response control devices are widely used at the design of high-rise buildings owing to reduce the seismic response considering about the influence of long period ground motion, but these performances are degraded by excessive bending deformations. In order to improve response control performance, this paper describes an analysis method of effective damper deformations and a new structural system which amplifies effective damper deformations. It is confirmed that this system is able to highly reduce responses, particularly in acceleration and shear force, with a small amount of damper owing to high damping effect.
| Original language | English |
|---|---|
| Pages (from-to) | 1741-1750 |
| Number of pages | 10 |
| Journal | Journal of Structural and Construction Engineering |
| Volume | 79 |
| Issue number | 706 |
| DOIs | |
| Publication status | Published - Jan 1 2014 |
| Externally published | Yes |
Fingerprint
All Science Journal Classification (ASJC) codes
- Architecture
- Building and Construction
Cite this
Proposal for response control structure using viscous wall dampers with deformation amplification mechanism. / Tobari, Ryota; Ishii, Masato; Sato, Toshiaki; Kitamura, Haruyuki; Yoshie, Keisuke; Miyazaki, Mitsuru; Sasaki, Kazuhiko; Iwasaki, Yuichi.
In: Journal of Structural and Construction Engineering, Vol. 79, No. 706, 01.01.2014, p. 1741-1750.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Proposal for response control structure using viscous wall dampers with deformation amplification mechanism
AU - Tobari, Ryota
AU - Ishii, Masato
AU - Sato, Toshiaki
AU - Kitamura, Haruyuki
AU - Yoshie, Keisuke
AU - Miyazaki, Mitsuru
AU - Sasaki, Kazuhiko
AU - Iwasaki, Yuichi
PY - 2014/1/1
Y1 - 2014/1/1
N2 - Response control devices are widely used at the design of high-rise buildings owing to reduce the seismic response considering about the influence of long period ground motion, but these performances are degraded by excessive bending deformations. In order to improve response control performance, this paper describes an analysis method of effective damper deformations and a new structural system which amplifies effective damper deformations. It is confirmed that this system is able to highly reduce responses, particularly in acceleration and shear force, with a small amount of damper owing to high damping effect.
AB - Response control devices are widely used at the design of high-rise buildings owing to reduce the seismic response considering about the influence of long period ground motion, but these performances are degraded by excessive bending deformations. In order to improve response control performance, this paper describes an analysis method of effective damper deformations and a new structural system which amplifies effective damper deformations. It is confirmed that this system is able to highly reduce responses, particularly in acceleration and shear force, with a small amount of damper owing to high damping effect.
UR - http://www.scopus.com/inward/record.url?scp=84921974755&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84921974755&partnerID=8YFLogxK
U2 - 10.3130/aijs.79.1741
DO - 10.3130/aijs.79.1741
M3 - Article
AN - SCOPUS:84921974755
VL - 79
SP - 1741
EP - 1750
JO - Journal of Structural and Construction Engineering
JF - Journal of Structural and Construction Engineering
SN - 1340-4202
IS - 706
ER -