Response Spectrum Solutions for Blast Loading

Existing knowledge on the modelling of blast pressure have been further developed in this paper for engineering applications.  Parametric studies involving time-history analyses of simple cantilevered wall models have been undertaken based on pre-defined pressure functions to study basic trends. Th...

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Main Authors: N. T. K. Lam, Priyan Mendis, Tuan Ngo
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2004-01-01
Series:Electronic Journal of Structural Engineering
Subjects:
Online Access:http://10.0.0.97/EJSE/article/view/39
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author N. T. K. Lam
Priyan Mendis
Tuan Ngo
author_facet N. T. K. Lam
Priyan Mendis
Tuan Ngo
author_sort N. T. K. Lam
collection DOAJ
description Existing knowledge on the modelling of blast pressure have been further developed in this paper for engineering applications.  Parametric studies involving time-history analyses of simple cantilevered wall models have been undertaken based on pre-defined pressure functions to study basic trends. The "corner period" of the velocity response spectrum was found to be the key controlling parameter in response behaviour modelling of the walls. An important contribution from this study is the identification of the direct relationship between the corner period and the "clearing time" for the blast. A simple and yet realistic capacity spectrum model has been developed for the design and assessment of cantilevered walls for its performance under blast loads. The practicality of the proposed model has been demonstrated herein by a worked example.
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spelling doaj.art-72e2226a635b442bb9b73cec4d8172a12023-08-29T11:47:52ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552004-01-014Response Spectrum Solutions for Blast LoadingN. T. K. Lam0Priyan Mendis1Tuan Ngo2University of Melbourne University of Melbourne University of Melbourne Existing knowledge on the modelling of blast pressure have been further developed in this paper for engineering applications.  Parametric studies involving time-history analyses of simple cantilevered wall models have been undertaken based on pre-defined pressure functions to study basic trends. The "corner period" of the velocity response spectrum was found to be the key controlling parameter in response behaviour modelling of the walls. An important contribution from this study is the identification of the direct relationship between the corner period and the "clearing time" for the blast. A simple and yet realistic capacity spectrum model has been developed for the design and assessment of cantilevered walls for its performance under blast loads. The practicality of the proposed model has been demonstrated herein by a worked example. http://10.0.0.97/EJSE/article/view/39Blast pressureExplosionResponse spectrumCantilevered walls
spellingShingle N. T. K. Lam
Priyan Mendis
Tuan Ngo
Response Spectrum Solutions for Blast Loading
Electronic Journal of Structural Engineering
Blast pressure
Explosion
Response spectrum
Cantilevered walls
title Response Spectrum Solutions for Blast Loading
title_full Response Spectrum Solutions for Blast Loading
title_fullStr Response Spectrum Solutions for Blast Loading
title_full_unstemmed Response Spectrum Solutions for Blast Loading
title_short Response Spectrum Solutions for Blast Loading
title_sort response spectrum solutions for blast loading
topic Blast pressure
Explosion
Response spectrum
Cantilevered walls
url http://10.0.0.97/EJSE/article/view/39
work_keys_str_mv AT ntklam responsespectrumsolutionsforblastloading
AT priyanmendis responsespectrumsolutionsforblastloading
AT tuanngo responsespectrumsolutionsforblastloading