The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component

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Bibliographic Details
Main Author:	Tan, Miao Gin
Other Authors:	Mohd Zulham Affandi Mohd Zahid
Format:	Learning Object
Language:	English
Published:	Universiti Malaysia Perlis (UniMAP) 2015
Subjects:	Reinforced concrete Earthquake response Reinforced concrete frame
Online Access:	http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40703
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Institution:	Universiti Malaysia Perlis
Language:	English

id	my.unimap-40703
record_format	dspace
spelling	my.unimap-407032015-12-31T09:34:15Z The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component Tan, Miao Gin Mohd Zulham Affandi Mohd Zahid Reinforced concrete Earthquake response Reinforced concrete frame Access is limited to UniMAP community. This paper presents an extensive parametric study on the response of 3 storey and 8 storey set back reinforced concrete (RC) planar frames which are subjected to 10 selected ground motions which recorded by PEER (Pacific Earthquake Engineering Research). Where vertical and horizontal motion, in the range of 0 to 30km. Among 10 ground motion, 5 of the ground motions are in V/H < 1 and the others 5 ground motions are in V/H >1. There are totally 4 models are examined. Which of these are model 1 : 3 storey set back building (seismic design), model 2 : 3 storey set back building (gravity design), model 3 : 8 storey set back building (seismic design) and model 4 : 8 storey set back building (gravity design). Most of the interstorey drift ratio of horizontal ground motion is same with the vertical + horizontal ground motion. Next it found that the vertical ground motion has significant effect on axial load at column of each of the building compare to horizontal ground motion. 2015-12-31T09:34:15Z 2015-12-31T09:34:15Z 2014-06 Learning Object http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40703 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution	Universiti Malaysia Perlis
building	UniMAP Library
collection	Institutional Repository
continent	Asia
country	Malaysia
content_provider	Universiti Malaysia Perlis
content_source	UniMAP Library Digital Repository
url_provider	http://dspace.unimap.edu.my/
language	English
topic	Reinforced concrete Earthquake response Reinforced concrete frame
spellingShingle	Reinforced concrete Earthquake response Reinforced concrete frame Tan, Miao Gin The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component
description	Access is limited to UniMAP community.
author2	Mohd Zulham Affandi Mohd Zahid
author_facet	Mohd Zulham Affandi Mohd Zahid Tan, Miao Gin
format	Learning Object
author	Tan, Miao Gin
author_sort	Tan, Miao Gin
title	The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component
title_short	The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component
title_full	The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component
title_fullStr	The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component
title_full_unstemmed	The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component
title_sort	response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component
publisher	Universiti Malaysia Perlis (UniMAP)
publishDate	2015
url	http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40703
_version_	1643799459330523136

The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component

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