Investigation into diaphragm flexibility using shear wall
The diaphragm stiffness has a significant influence on the structural responses. Typically engineers assume those diaphragm are rigid. This assumption decreases the degree of freedom and provides easier analysis. But diaphragm damages in past earthquakes, due to its flexibility, have attracted resea...
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Croatian Association of Civil Engineers
2014-10-01
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Series: | Građevinar |
Online Access: | https://doi.org/10.14256/JCE.1049.2014 |
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doaj-12d97a54813b4b02a4bacb5dc7eccdb52020-11-24T21:45:49ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952014-10-016609.83183610.14256/JCE.1049.2014128021Investigation into diaphragm flexibility using shear wallMohammad AhmadiSuhaimi Abu BakarHajer Satih AbbasThe diaphragm stiffness has a significant influence on the structural responses. Typically engineers assume those diaphragm are rigid. This assumption decreases the degree of freedom and provides easier analysis. But diaphragm damages in past earthquakes, due to its flexibility, have attracted researchers toward the diaphragm behaviour. In order to investigate this behaviour, in this study single storey RC structure was considered (four frame models using ETABS2000 and LUSAS) to calculate optimum ratio between diaphragm deflection and storey displacement. The diaphragm ratio with lower 0.5 should be considered as rigid.https://doi.org/10.14256/JCE.1049.2014 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Mohammad Ahmadi Suhaimi Abu Bakar Hajer Satih Abbas |
spellingShingle |
Mohammad Ahmadi Suhaimi Abu Bakar Hajer Satih Abbas Investigation into diaphragm flexibility using shear wall Građevinar |
author_facet |
Mohammad Ahmadi Suhaimi Abu Bakar Hajer Satih Abbas |
author_sort |
Mohammad Ahmadi |
title |
Investigation into diaphragm flexibility using shear wall |
title_short |
Investigation into diaphragm flexibility using shear wall |
title_full |
Investigation into diaphragm flexibility using shear wall |
title_fullStr |
Investigation into diaphragm flexibility using shear wall |
title_full_unstemmed |
Investigation into diaphragm flexibility using shear wall |
title_sort |
investigation into diaphragm flexibility using shear wall |
publisher |
Croatian Association of Civil Engineers |
series |
Građevinar |
issn |
0350-2465 1333-9095 |
publishDate |
2014-10-01 |
description |
The diaphragm stiffness has a significant influence on the structural responses. Typically engineers assume those diaphragm are rigid. This assumption decreases the degree of freedom and provides easier analysis. But diaphragm damages in past earthquakes, due to its flexibility, have attracted researchers toward the diaphragm behaviour. In order to investigate this behaviour, in this study single storey RC structure was considered (four frame models using ETABS2000 and LUSAS) to calculate optimum ratio between diaphragm deflection and storey displacement. The diaphragm ratio with lower 0.5 should be considered as rigid. |
url |
https://doi.org/10.14256/JCE.1049.2014 |
work_keys_str_mv |
AT mohammadahmadi investigationintodiaphragmflexibilityusingshearwall AT suhaimiabubakar investigationintodiaphragmflexibilityusingshearwall AT hajersatihabbas investigationintodiaphragmflexibilityusingshearwall |
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1725904003854761984 |