Design Aspect of including Infill Wall in RC Frame Design*

This study compares analysis and design of a four story reinforced concrete (RC) frame structure with infill wall at upper levels and open at basement level. For the analysis, the RC frame are modeled as open frame (MOF) and infilled-frames using six compression only cross diagonal strut (MIF-Strut)...

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Main Author: Sukrawa, M.
Format: Article
Language:English
Published: Petra Christian University 2014-01-01
Series:Civil Engineering Dimension
Subjects:
Online Access:http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18933
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author Sukrawa, M.
author_facet Sukrawa, M.
author_sort Sukrawa, M.
collection DOAJ
description This study compares analysis and design of a four story reinforced concrete (RC) frame structure with infill wall at upper levels and open at basement level. For the analysis, the RC frame are modeled as open frame (MOF) and infilled-frames using six compression only cross diagonal strut (MIF-Strut), and infilled frame using shell elements (MIF-Shell). Another model, MIF-Full, is created by adding walls at basement level of the MIF-Strut to study the effect of wall discontinuity. All three dimensional models are loaded with gravity load and quake load appropriate for South Bali region. Results show that the infilled-frame models are 4.8 times stiffer than MOF in the wall direction. Perpendicular to the wall, however, the stiffness increase is 29%. Soft storey mechanism exists in the absence of wall at basement level, regardless of reasonable column dimensions.
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spelling doaj.art-6727a1350ebd4cee8dee563225ef1cbf2022-12-22T00:34:39ZengPetra Christian UniversityCivil Engineering Dimension1410-95301979-570X2014-01-011612432Design Aspect of including Infill Wall in RC Frame Design*Sukrawa, M.0 Civil Engineering Department, University of Udayana, Bali This study compares analysis and design of a four story reinforced concrete (RC) frame structure with infill wall at upper levels and open at basement level. For the analysis, the RC frame are modeled as open frame (MOF) and infilled-frames using six compression only cross diagonal strut (MIF-Strut), and infilled frame using shell elements (MIF-Shell). Another model, MIF-Full, is created by adding walls at basement level of the MIF-Strut to study the effect of wall discontinuity. All three dimensional models are loaded with gravity load and quake load appropriate for South Bali region. Results show that the infilled-frame models are 4.8 times stiffer than MOF in the wall direction. Perpendicular to the wall, however, the stiffness increase is 29%. Soft storey mechanism exists in the absence of wall at basement level, regardless of reasonable column dimensions.http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18933Infilled-framestrut modelshell elementsoft storeyRC frame design
spellingShingle Sukrawa, M.
Design Aspect of including Infill Wall in RC Frame Design*
Civil Engineering Dimension
Infilled-frame
strut model
shell element
soft storey
RC frame design
title Design Aspect of including Infill Wall in RC Frame Design*
title_full Design Aspect of including Infill Wall in RC Frame Design*
title_fullStr Design Aspect of including Infill Wall in RC Frame Design*
title_full_unstemmed Design Aspect of including Infill Wall in RC Frame Design*
title_short Design Aspect of including Infill Wall in RC Frame Design*
title_sort design aspect of including infill wall in rc frame design
topic Infilled-frame
strut model
shell element
soft storey
RC frame design
url http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18933
work_keys_str_mv AT sukrawam designaspectofincludinginfillwallinrcframedesign