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Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading

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Main Author: Nor Hayati, Abdul Hamid, Dr.
Other Authors: abdulhamid_nrhyt@yahoo.com
Format: Article
Language:English
Published: The Institution of Engineers, Malaysia 2011
Subjects:
Emulate
Flexural strength
Monolithic wall
Quasi-static lateral cyclic loading
Seismic design
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/13624
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spelling my.unimap-136242011-08-26T13:48:14Z Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading Nor Hayati, Abdul Hamid, Dr. abdulhamid_nrhyt@yahoo.com Emulate Flexural strength Monolithic wall Quasi-static lateral cyclic loading Seismic design Link to publisher's homepage at http://www.myiem.org.my/ A half-scale of monolithic precast wall panel (4000x1350x125) together with foundation beam (3000x500x465) is designed to emulate the behaviour of a ductile cast-in-place concrete wall and designed accordance to New Zealand Standard (NZ3101). The slenderness ratio of wall panel is 30 and its aspect ratio is 3. The specimen is constructed on strong floor and tested under lateral quasi-static reversed cyclic loading from 0.1% drift up to 3% drift. The flexural strength of monolithic wall depends on the spacing of transverse and longitudinal bars in the potential plastic zone which located one-fifth height of wall. The percentage of longitudinal and transverse reinforcement ratios in this type of wall are 0.84% and 0.25%, respectively. These percentages of reinforcement bars are exceeding the minimum percentage of 0.24% as specified in BS 8110 which provide in both directions. Experimental results show that wall panel starts to crack at 0.25% drift and fully cracks on the surface of the wall at 1.0% drift. Spalling of concrete cover at bottom corner of the wall starts at 2.0% drift and become worse at 2.5% drift. The specimen reduces the strength degradation at 2.5% and longitudinal bars fractured at 3.0% drift. Overall results showed that monolithic precast reinforced wall panel performs well up to 1.0% drift (the wall behaving in elastic region) but performed badly after 1% drift until 3 % drift (under elasto-plastic and plastic regions) where strength degradation occurs. 2011-08-26T13:48:14Z 2011-08-26T13:48:14Z 2008-09 Article The Journal of the Institution of Engineers, Malaysia, vol. 69(3), 2008, pages 10-17 0126-513X http://www.myiem.org.my/content/iem_journal_2008-179.aspx http://hdl.handle.net/123456789/13624 en The Institution of Engineers, Malaysia
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 Emulate
Flexural strength
Monolithic wall
Quasi-static lateral cyclic loading
Seismic design
spellingShingle Emulate
Flexural strength
Monolithic wall
Quasi-static lateral cyclic loading
Seismic design
Nor Hayati, Abdul Hamid, Dr.
Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading
description Link to publisher's homepage at http://www.myiem.org.my/
author2 abdulhamid_nrhyt@yahoo.com
author_facet abdulhamid_nrhyt@yahoo.com
Nor Hayati, Abdul Hamid, Dr.
format Article
author Nor Hayati, Abdul Hamid, Dr.
author_sort Nor Hayati, Abdul Hamid, Dr.
title Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading
title_short Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading
title_full Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading
title_fullStr Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading
title_full_unstemmed Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading
title_sort seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading
publisher The Institution of Engineers, Malaysia
publishDate 2011
url http://dspace.unimap.edu.my/xmlui/handle/123456789/13624
_version_ 1643790941033594880
score 13.222552

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