Abstract
This report shows the advantage of using high-strength steels and hysteretic dampers for low- and medium-rise buildings. In this paper, the structural members are decided by the long term stress. Seismic loads are burdened with hysteretic dampers. There are two methods to increase the yield stress of columns; one is using high-strength steels, and the other is adopting larger members. Through the investigation of time history response analysis, a method using high-strength steels has high performance not only decreasing damage of frame but also increasing the equivalent damping factor than another method.
| Original language | English |
|---|---|
| Pages (from-to) | 909-914 |
| Number of pages | 6 |
| Journal | AIJ Journal of Technology and Design |
| Volume | 22 |
| Issue number | 52 |
| DOIs | |
| Publication status | Published - Oct 1 2016 |
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All Science Journal Classification (ASJC) codes
- Architecture
- Building and Construction
Cite this
Evaluation of effectivity of high-strength steels and seismic performance for low- and medium-rise passive control steel structures. / Watanabe, Yasunari; Sato, Toshiaki; Kitamura, Haruyuki; Sato, Daiki; Miyagawa, Kazuaki; Ueki, Takuya; Murakami, Yukio.
In: AIJ Journal of Technology and Design, Vol. 22, No. 52, 01.10.2016, p. 909-914.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Evaluation of effectivity of high-strength steels and seismic performance for low- and medium-rise passive control steel structures
AU - Watanabe, Yasunari
AU - Sato, Toshiaki
AU - Kitamura, Haruyuki
AU - Sato, Daiki
AU - Miyagawa, Kazuaki
AU - Ueki, Takuya
AU - Murakami, Yukio
PY - 2016/10/1
Y1 - 2016/10/1
N2 - This report shows the advantage of using high-strength steels and hysteretic dampers for low- and medium-rise buildings. In this paper, the structural members are decided by the long term stress. Seismic loads are burdened with hysteretic dampers. There are two methods to increase the yield stress of columns; one is using high-strength steels, and the other is adopting larger members. Through the investigation of time history response analysis, a method using high-strength steels has high performance not only decreasing damage of frame but also increasing the equivalent damping factor than another method.
AB - This report shows the advantage of using high-strength steels and hysteretic dampers for low- and medium-rise buildings. In this paper, the structural members are decided by the long term stress. Seismic loads are burdened with hysteretic dampers. There are two methods to increase the yield stress of columns; one is using high-strength steels, and the other is adopting larger members. Through the investigation of time history response analysis, a method using high-strength steels has high performance not only decreasing damage of frame but also increasing the equivalent damping factor than another method.
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UR - http://www.scopus.com/inward/citedby.url?scp=84992346865&partnerID=8YFLogxK
U2 - 10.3130/aijt.22.909
DO - 10.3130/aijt.22.909
M3 - Article
VL - 22
SP - 909
EP - 914
JO - AIJ Journal of Technology and Design
JF - AIJ Journal of Technology and Design
SN - 1341-9463
IS - 52
ER -