Nonlinear dynamic behaviour of framed structures subjected to ground motions

The research work presented in this thesis proposes an approach, with the specific formulation of characteristic matrices, to analyze the nonlinear dynamics behavior of steel frames subjected to ground motions. The analysis is based on the displacement and energy framework, and the ground motions un...

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Main Author:	Zhao, Dianfeng.
Other Authors:	Wong, Kai Fai
Format:	Theses and Dissertations
Language:	English
Published:	2008
Subjects:	DRNTU::Engineering::Civil engineering::Structures and design
Online Access:	http://hdl.handle.net/10356/12178
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Institution:	Nanyang Technological University
Language:	English

id	sg-ntu-dr.10356-12178
record_format	dspace
spelling	sg-ntu-dr.10356-121782023-03-03T19:18:52Z Nonlinear dynamic behaviour of framed structures subjected to ground motions Zhao, Dianfeng. Wong, Kai Fai School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The research work presented in this thesis proposes an approach, with the specific formulation of characteristic matrices, to analyze the nonlinear dynamics behavior of steel frames subjected to ground motions. The analysis is based on the displacement and energy framework, and the ground motions under consideration are induced by earthquake as well as underground shock. The ultimate aim is to implement a complete, realistically accurate and possibly efficient algorithm to investigate the insights of steel frame. Doctor of Philosophy (CEE) 2008-09-25T06:39:20Z 2008-09-25T06:39:20Z 2004 2004 Thesis http://hdl.handle.net/10356/12178 en Nanyang Technological University 216 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 Zhao, Dianfeng. Nonlinear dynamic behaviour of framed structures subjected to ground motions
description	The research work presented in this thesis proposes an approach, with the specific formulation of characteristic matrices, to analyze the nonlinear dynamics behavior of steel frames subjected to ground motions. The analysis is based on the displacement and energy framework, and the ground motions under consideration are induced by earthquake as well as underground shock. The ultimate aim is to implement a complete, realistically accurate and possibly efficient algorithm to investigate the insights of steel frame.
author2	Wong, Kai Fai
author_facet	Wong, Kai Fai Zhao, Dianfeng.
format	Theses and Dissertations
author	Zhao, Dianfeng.
author_sort	Zhao, Dianfeng.
title	Nonlinear dynamic behaviour of framed structures subjected to ground motions
title_short	Nonlinear dynamic behaviour of framed structures subjected to ground motions
title_full	Nonlinear dynamic behaviour of framed structures subjected to ground motions
title_fullStr	Nonlinear dynamic behaviour of framed structures subjected to ground motions
title_full_unstemmed	Nonlinear dynamic behaviour of framed structures subjected to ground motions
title_sort	nonlinear dynamic behaviour of framed structures subjected to ground motions
publishDate	2008
url	http://hdl.handle.net/10356/12178
_version_	1759855063549870080

Nonlinear dynamic behaviour of framed structures subjected to ground motions

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