Collapse analysis of RC structures including shear

A. S. Elnashai, A. M. Mwafy, D. Lee

Research output: Contribution to conferencePaperpeer-review

1 Scopus citations

Abstract

New trends in performance based seismic design, alongside requirements for capacity design of members and connections, dictate stringent requirements on analytical tools for analysis of RC structures. Shear stiffness, strength and post-peak response remain a major challenge especially under variable amplitude reversed actions. This paper describes briefly two developments, on the member and panel levels, to allow for assessment of structural collapse by shear failure, implemented in the nonlinear dynamic analysis program ADAPTIC, developed at Imperial College.

Original languageEnglish (US)
Pages195-198
Number of pages4
StatePublished - Dec 1 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

All Science Journal Classification (ASJC) codes

  • Building and Construction
  • Architecture

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