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Overstrength factor for low-rise RC building

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Bibliographic Details
Main Author: Muhammad Firdaus, Abdul Rahman
Other Authors: Mohd Zulham Affandi Mohd Zahid
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2013
Subjects:
Eurocode
Microsoft excel
Low-rise RC building
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/23951
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spelling my.unimap-239512013-03-06T14:42:33Z Overstrength factor for low-rise RC building Muhammad Firdaus, Abdul Rahman Mohd Zulham Affandi Mohd Zahid Eurocode Microsoft excel Low-rise RC building Access is limited to UniMAP community. This research focuses on the application of these sets of new design codes (Eurocode) in the form of spreadsheets from Microsoft Excel for the purpose of analyzing and designing of reinforced concrete elements, mainly beams and column. Basically, the procedures in designing these elements require numerous calculations in order to reach the most desired and economical design. Spreadsheet in Microsoft Excel has the capability of solving problems related to equations and formulas in a short time which makes design calculations and procedures easier. For analysis, this research presents the performance based analysis of RC building frame by using the push over analysis. The computer software, SAP2000 was chosen in this analysis to perform the pushover analysis. SAP2000 was chosen due to its popularity and has been used to analyse. The expected outcome will be the pushover curve and response spectrum that will be followed by the Eurocodes and British Standard. Natural period, base reaction and others result outcomes of the model were calculated and displayed in the SAP2000. The behaviours of the model can be estimated through the graph of pushover curve. The peak responses in displacement and acceleration according to period will be displayed as responses spectrum. Thus, the period at the critical response for the model can be determined. The result also can be together show with the applied moment on the model in order to compare with the moment capacity of the model. This process can determine the performance and capacity of the model under certain seismic load intensity and compare overstrength factor for gravity load design and seismic design frame. 2013-03-06T14:42:33Z 2013-03-06T14:42:33Z 2012-05 Learning Object http://hdl.handle.net/123456789/23951 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 Eurocode
Microsoft excel
Low-rise RC building
spellingShingle Eurocode
Microsoft excel
Low-rise RC building
Muhammad Firdaus, Abdul Rahman
Overstrength factor for low-rise RC building
description Access is limited to UniMAP community.
author2 Mohd Zulham Affandi Mohd Zahid
author_facet Mohd Zulham Affandi Mohd Zahid
Muhammad Firdaus, Abdul Rahman
format Learning Object
author Muhammad Firdaus, Abdul Rahman
author_sort Muhammad Firdaus, Abdul Rahman
title Overstrength factor for low-rise RC building
title_short Overstrength factor for low-rise RC building
title_full Overstrength factor for low-rise RC building
title_fullStr Overstrength factor for low-rise RC building
title_full_unstemmed Overstrength factor for low-rise RC building
title_sort overstrength factor for low-rise rc building
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2013
url http://dspace.unimap.edu.my/xmlui/handle/123456789/23951
_version_ 1643794165246459904
score 13.214268

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