Development of a simplified numerical method for structural response analysis to blast load

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Development of a simplified numerical method for structural response analysis to blast load

The response of structural concrete elements under extremely short duration dynamic loads is of great concern nowadays. The most prevailing method to this problem is based on SDOF simplification. It is well known that the SDOF model can reliably predict the overall structural component response if t...

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Bibliographic Details
Main Authors:	Li, Jun, Hao, Hong
Other Authors:	Heung Fai, L.
Format:	Conference Paper
Published:	Elsevier BV 2011
Online Access:	http://hdl.handle.net/20.500.11937/20915

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