Aligning progressive collapse with conventional structural design

D. A. Nethercot, B. A. Izzuddin, A. Y. Elghazouli, A. G. Vlassis

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

6 Citations (Scopus)

Abstract

Progressive Collapse is an increasingly important feature of modern structural design, with its profile having been dramatically raised as a result of the World Trade Centre collapse. But the subject has been recognised . and some provision made in Codes and Standards . for over 40 years, largely as a result of the Ronan Point collapse in the UK. The current situation regarding Progressive Collapse is reviewed, with particular reference to the way in which the rather prescriptive approach usually employed contrasts with the much more scientific treatment of other, more familiar aspects of structural design i.e. serviceability and ultimate strength. It is suggested the this situation can only be corrected once a better treatment of the fundamental mechanics of Progressive Collapse is developed, and some ideas based on recent work at Imperial College London are used to illustrate what is needed.

Original languageEnglish
Title of host publication5th International Conference on Advances in Steel Structures, ICASS 2007
Pages1-21
Number of pages21
Publication statusPublished - 2007
Event5th International Conference on Advances in Steel Structures, ICASS 2007 - Singapore, Singapore
Duration: 5 Dec 20077 Dec 2007

Publication series

Name5th International Conference on Advances in Steel Structures, ICASS 2007
Volume1

Conference

Conference5th International Conference on Advances in Steel Structures, ICASS 2007
Country/TerritorySingapore
CitySingapore
Period5/12/077/12/07

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Metals and Alloys

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