Simulation of the impact effect in progressive collapse of multi-storey structures

W. F. Yuan*, K. H. Tan

*Corresponding author for this work

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

Abstract

A simple method that builds on virtual mass-spring-damper system is proposed to analyze the pancake-like progressive collapse of multi-storey strictures. In the model, columns and beams are considered separately to analyze various collapse modes. A virtual spring and a virtual damper are placed in between two storeys to simulate the impact effect. Local failure, such as beam-to-beam connection failure and beam-to-column connection failure are considered. Although the process of progressive collapse involves a large number of complex mechanisms, the proposed model provides a simple numerical tool to assess the overall behavior of collapse arising from a few initiating causes.

Original languageEnglish
Title of host publicationICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics
Pages917-924
Number of pages8
Publication statusPublished - 2009
Externally publishedYes
Event6th International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, ICASS 2009 - Hong Kong, China
Duration: Dec 16 2009Dec 18 2009

Publication series

NameICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics

Conference

Conference6th International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics, ICASS 2009
Country/TerritoryChina
CityHong Kong
Period12/16/0912/18/09

ASJC Scopus Subject Areas

  • Civil and Structural Engineering
  • Building and Construction

Keywords

  • Impact
  • Progressive collapse
  • Virtual damper
  • Virtual spring

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