Cyclic response of steel braces

K. Ikeda, S. A. Mahin

研究成果: Article査読

55 被引用数 (Scopus)

抄録

A model for inelastic response analysis of braced steel structures is presented. This model achieves realism and efficiency by combining analytical formultions with formulas developed on the basis of a study of experimental data. A brace is idealized as a pin-ended member with a plastic hinge located at its midspan. Analytical expressions for the axial force versus axial deformation behavior of the brace are derived on the basis of the classical beamcolumn equation and a plastic flow hypothesis for the plastic hinge. Several empirical behavioral characteristics are incorporated to achieve better representation of observed cyclic inelastic behavior. The model is implemented in a computationally efficient manner so as to be suitable for studying the dynamic response of relatively large structural systems. Verification of the new model is performed on the basis of a quasi-static analysis of an individual strut and dynamic response analyses of a braced steel frame. The model is able to accurately simulate the cyclic inelastic behavior of steel braces and appears to be reliable and applicable to dynamic analyses of braced frame structures.

本文言語English
ページ(範囲)342-361
ページ数20
ジャーナルJournal of Structural Engineering (United States)
112
2
DOI
出版ステータスPublished - 1986 2月
外部発表はい

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 材料科学(全般)
  • 材料力学
  • 機械工学

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