Role of yield mechanism selection on seismic behavior of steel moment frames designed by performance-based plastic method

Subhash C. Goel, Sachi Furukawa

研究成果: Conference contribution

1 被引用数 (Scopus)

抄録

This paper focuses on the role that a selected yield mechanism plays on seismic design and response of structures. A parametric study was carried out by selecting different mechanism types for design of an example steel moment frame. The results of inelastic dynamic response analyses are presented and discussed. It is concluded that complete sway mechanism of the frame with strong, non-yielding columns appears to be most efficient in terms of required design base shear for a given target story drift.

本文言語English
ホスト出版物のタイトルProceedings of the 2009 Structures Congress - Don't Mess with Structural Engineers
ホスト出版物のサブタイトルExpanding Our Role
ページ1374-1382
ページ数9
DOI
出版ステータスPublished - 2009 9月 14
外部発表はい
イベント2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role - Austin, TX, United States
継続期間: 2009 4月 302009 5月 2

Other

Other2009 Structures Congress - Don't Mess with Structural Engineers: Expanding Our Role
国/地域United States
CityAustin, TX
Period09/4/3009/5/2

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設

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