Damage assessment of reinforced concrete frames to ground excitations

In this thesis, it has been shown that the shear strength of an RC section may increase by about 40% under EIGM loading. A damage assessment technique is proposed for response of RC frames during Phase I. This technique considers the strength-enhancement effects and reflects the possible failure mec...

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Bibliographic Details
Main Author:	Lim, Chee Leong
Other Authors:	Pan, Tso-Chien
Format:	Theses and Dissertations
Language:	English
Published:	2008
Subjects:	DRNTU::Engineering::Civil engineering::Structures and design
Online Access:	https://hdl.handle.net/10356/12037
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Institution:	Nanyang Technological University
Language:	English

id	sg-ntu-dr.10356-12037
record_format	dspace
spelling	sg-ntu-dr.10356-120372023-03-03T19:20:57Z Damage assessment of reinforced concrete frames to ground excitations Lim, Chee Leong Pan, Tso-Chien School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design In this thesis, it has been shown that the shear strength of an RC section may increase by about 40% under EIGM loading. A damage assessment technique is proposed for response of RC frames during Phase I. This technique considers the strength-enhancement effects and reflects the possible failure mechanisms. This is applied for a structural-level model, and the results are compared with those from a material-level model. The proposed damage assessment method produces damage results similar to those from a material-level model. Doctor of Philosophy (CEE) 2008-09-25T06:35:36Z 2008-09-25T06:35:36Z 2005 2005 Thesis Lim, C. L. (2005). Damage assessment of reinforced concrete frames to ground excitations. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12037 10.32657/10356/12037 en Nanyang Technological University 226 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 Lim, Chee Leong Damage assessment of reinforced concrete frames to ground excitations
description	In this thesis, it has been shown that the shear strength of an RC section may increase by about 40% under EIGM loading. A damage assessment technique is proposed for response of RC frames during Phase I. This technique considers the strength-enhancement effects and reflects the possible failure mechanisms. This is applied for a structural-level model, and the results are compared with those from a material-level model. The proposed damage assessment method produces damage results similar to those from a material-level model.
author2	Pan, Tso-Chien
author_facet	Pan, Tso-Chien Lim, Chee Leong
format	Theses and Dissertations
author	Lim, Chee Leong
author_sort	Lim, Chee Leong
title	Damage assessment of reinforced concrete frames to ground excitations
title_short	Damage assessment of reinforced concrete frames to ground excitations
title_full	Damage assessment of reinforced concrete frames to ground excitations
title_fullStr	Damage assessment of reinforced concrete frames to ground excitations
title_full_unstemmed	Damage assessment of reinforced concrete frames to ground excitations
title_sort	damage assessment of reinforced concrete frames to ground excitations
publishDate	2008
url	https://hdl.handle.net/10356/12037
_version_	1759855517283385344

Damage assessment of reinforced concrete frames to ground excitations

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