Collapse analysis of RC structures including shear

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

Research output: Contribution to conferencePaperpeer-review

2 Citations (Scopus)


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
Number of pages4
Publication statusPublished - Dec 1 1999
Externally publishedYes
EventProceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century - New Orleans, LA, USA
Duration: Apr 18 1999Apr 21 1999


OtherProceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century
CityNew Orleans, LA, USA

ASJC Scopus subject areas

  • Building and Construction
  • Architecture


Dive into the research topics of 'Collapse analysis of RC structures including shear'. Together they form a unique fingerprint.

Cite this