Behavior and design of laterally braced inelastic columns

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The behavior and load-carrying capacity of laterally braced geometrically imperfect inelastic columns under uniform compression are numerically studied by using the pseudo load method of inelastic analysis. Based on the results, observations in regard to the inelastic response of braced compression members are made.

Original languageEnglish (US)
Title of host publicationStructures Congress - Proceedings
PublisherAmerican Society of Civil Engineers (ASCE)
Pages434-437
Number of pages4
StatePublished - 1999
EventProceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century - New Orleans, LA, USA
Duration: Apr 18 1999Apr 21 1999

Other

OtherProceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century
CityNew Orleans, LA, USA
Period4/18/994/21/99

ASJC Scopus subject areas

  • Building and Construction
  • Architecture

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  • Cite this

    Lui, E. M., & Lee, J. K. (1999). Behavior and design of laterally braced inelastic columns. In Structures Congress - Proceedings (pp. 434-437). American Society of Civil Engineers (ASCE).