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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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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
score 13.214268

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