Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings

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Main Author:	Nazrul Amir, Rejab
Other Authors:	Mohd Zulham Affandi Mohd Zahid
Format:	Learning Object
Language:	English
Published:	Universiti Malaysia Perlis (UniMAP) 2015
Subjects:	Reinforcement Concrete (RC) RC building Fundamental period Building structure
Online Access:	http://dspace.unimap.edu.my:80/xmlui/handle/123456789/39286
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Institution:	Universiti Malaysia Perlis
Language:	English

id	my.unimap-39286
record_format	dspace
spelling	my.unimap-392862015-03-24T03:31:23Z Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings Nazrul Amir, Rejab Mohd Zulham Affandi Mohd Zahid Reinforcement Concrete (RC) RC building Fundamental period Building structure Access is limited to UniMAP community. EC 2 standard and EC 8 standard as a parameter in determined the characteristic of fundamental period. From the research, the analyses were conducted based on the physical properties, and strength properties. The research is done in order to compare the properties of the building structure design under EC 2 standard and under EC 8 standard in determined the characteristic of fundamental period. Three types of frame were chosen. The frames were label as Regular Frame, Irregular Frame with Transfer Beam, and Irregular Frame with Setback. To achieve the research, all the analysis will be conducted either design by manual calculation or computer added design (CAD). SAP 2000 were used for the whole process of analysis during the research been conducted. As a result, either less physical properties in term of size, area, and amount of the reinforcement bars or less strength properties such as of yield, displacement, tensile resistance, inelastic behavior and stiffness based on structure design under EC 2 standard, produced the higher value of fundamental period from structure design under EC 8 standard. In terms of load distribution, the bigger value for bending moments of structure resulting the higher value of fundamental period. As an additional conclusion, the lesser value of the fundamental period value, the more safe for the occupants. Besides that, the cost of constructing the building was high based on the physical properties. Refer to this statement, structure design under EC 8 standards were not practical to construct in Malaysia. 2015-03-24T03:31:23Z 2015-03-24T03:31:23Z 2013-06 Learning Object http://dspace.unimap.edu.my:80/xmlui/handle/123456789/39286 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	Reinforcement Concrete (RC) RC building Fundamental period Building structure
spellingShingle	Reinforcement Concrete (RC) RC building Fundamental period Building structure Nazrul Amir, Rejab Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings
description	Access is limited to UniMAP community.
author2	Mohd Zulham Affandi Mohd Zahid
author_facet	Mohd Zulham Affandi Mohd Zahid Nazrul Amir, Rejab
format	Learning Object
author	Nazrul Amir, Rejab
author_sort	Nazrul Amir, Rejab
title	Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings
title_short	Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings
title_full	Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings
title_fullStr	Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings
title_full_unstemmed	Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings
title_sort	fundamental periods for medium-rise reinforcement concrete (rc) buildings
publisher	Universiti Malaysia Perlis (UniMAP)
publishDate	2015
url	http://dspace.unimap.edu.my:80/xmlui/handle/123456789/39286
_version_	1643799021113835520

Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings

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