Evaluation of effectivity of high-strength steels and seismic performance for low- and medium-rise passive control steel structures

Yasunari Watanabe, Toshiaki Sato, Haruyuki Kitamura, Daiki Sato, Kazuaki Miyagawa, Takuya Ueki, Yukio Murakami

Research output: Contribution to journalArticle

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 languageEnglish
Pages (from-to)909-914
Number of pages6
JournalAIJ Journal of Technology and Design
Volume22
Issue number52
DOIs
Publication statusPublished - Oct 1 2016

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Steel structures
High strength steel
Structural members
Yield stress
Loads (forces)
Damping

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 journalArticle

Watanabe, Yasunari ; Sato, Toshiaki ; Kitamura, Haruyuki ; Sato, Daiki ; Miyagawa, Kazuaki ; Ueki, Takuya ; Murakami, Yukio. / Evaluation of effectivity of high-strength steels and seismic performance for low- and medium-rise passive control steel structures. In: AIJ Journal of Technology and Design. 2016 ; Vol. 22, No. 52. pp. 909-914.
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