Analysis and design of blast-resistant structures

The response of reinforced concrete beams and plates with an attached external layer of FRP platekheet on the tension face and subjected to air-blast loading are investigated using a simplified analytical model. The model comprises a number of distinct elastic phases, of which each phase terminates...

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Main Author: Yang, Guichang
Other Authors: Lok Tat Seng
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:https://hdl.handle.net/10356/12203
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-122032023-03-03T19:12:33Z Analysis and design of blast-resistant structures Yang, Guichang Lok Tat Seng School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The response of reinforced concrete beams and plates with an attached external layer of FRP platekheet on the tension face and subjected to air-blast loading are investigated using a simplified analytical model. The model comprises a number of distinct elastic phases, of which each phase terminates due to failure at a cross-section, and finally the plastic phase, when the reinforced concrete structure becomes a free movable mechanism. Doctor of Philosophy (CEE) 2008-09-25T06:39:53Z 2008-09-25T06:39:53Z 2006 2006 Thesis Yang, G. C. (2006). Analysis and design of blast-resistant structures. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12203 10.32657/10356/12203 en Nanyang Technological University 218 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Yang, Guichang
Analysis and design of blast-resistant structures
description The response of reinforced concrete beams and plates with an attached external layer of FRP platekheet on the tension face and subjected to air-blast loading are investigated using a simplified analytical model. The model comprises a number of distinct elastic phases, of which each phase terminates due to failure at a cross-section, and finally the plastic phase, when the reinforced concrete structure becomes a free movable mechanism.
author2 Lok Tat Seng
author_facet Lok Tat Seng
Yang, Guichang
format Theses and Dissertations
author Yang, Guichang
author_sort Yang, Guichang
title Analysis and design of blast-resistant structures
title_short Analysis and design of blast-resistant structures
title_full Analysis and design of blast-resistant structures
title_fullStr Analysis and design of blast-resistant structures
title_full_unstemmed Analysis and design of blast-resistant structures
title_sort analysis and design of blast-resistant structures
publishDate 2008
url https://hdl.handle.net/10356/12203
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