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The Behaviour Study of Shear Wall on Concrete Structure by Pushover Analysis

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@article{IJASEIT2495,
   author = {- Hanafiah and - Saloma and Yakni Idris and Julius Yahya},
   title = {The Behaviour Study of Shear Wall on Concrete Structure by Pushover Analysis},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {7},
   number = {4},
   year = {2017},
   pages = {1127--1133},
   keywords = {shear wall; pushover analysis; drift ratio; base shear; plastic hinge},
   abstract = {Shear wall is applied to counter the effects of lateral load acting on a structure. Wind and seismic loads are the most common loads that shear walls are designed to carry in high rise building.  This paper used four models of 10 floors building with three variations of shear wall position. The dimension of each floor is 18 m x 18 m.  The building is located in Palembang with the soft soil condition, and has function as office buliding. The purpose of this study is to analyze building performance, curve capacity and plastic hinge distribution from pushover analysis. The result of the study was obtained that model 4 is most effective in terms of ductility and strength building. Model 4 is able to reduce deviation 61.43% and reduce drift ratio 69.50%. Model 4 is also reduced deflection at the point of pushover analysis performance 72.64%. Model 3 has smallest number of plastic hinges. The result of pushover analysis shows that the building performance of all model are immediate occupancy.},
   issn = {2088-5334},
   publisher = {INSIGHT - Indonesian Society for Knowledge and Human Development},
   url = {http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=2495},
   doi = {10.18517/ijaseit.7.4.2495}
}

EndNote

%A Hanafiah, -
%A Saloma, -
%A Idris, Yakni
%A Yahya, Julius
%D 2017
%T The Behaviour Study of Shear Wall on Concrete Structure by Pushover Analysis
%B 2017
%9 shear wall; pushover analysis; drift ratio; base shear; plastic hinge
%! The Behaviour Study of Shear Wall on Concrete Structure by Pushover Analysis
%K shear wall; pushover analysis; drift ratio; base shear; plastic hinge
%X Shear wall is applied to counter the effects of lateral load acting on a structure. Wind and seismic loads are the most common loads that shear walls are designed to carry in high rise building.  This paper used four models of 10 floors building with three variations of shear wall position. The dimension of each floor is 18 m x 18 m.  The building is located in Palembang with the soft soil condition, and has function as office buliding. The purpose of this study is to analyze building performance, curve capacity and plastic hinge distribution from pushover analysis. The result of the study was obtained that model 4 is most effective in terms of ductility and strength building. Model 4 is able to reduce deviation 61.43% and reduce drift ratio 69.50%. Model 4 is also reduced deflection at the point of pushover analysis performance 72.64%. Model 3 has smallest number of plastic hinges. The result of pushover analysis shows that the building performance of all model are immediate occupancy.
%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=2495
%R doi:10.18517/ijaseit.7.4.2495
%J International Journal on Advanced Science, Engineering and Information Technology
%V 7
%N 4
%@ 2088-5334

IEEE

- Hanafiah,- Saloma,Yakni Idris and Julius Yahya,"The Behaviour Study of Shear Wall on Concrete Structure by Pushover Analysis," International Journal on Advanced Science, Engineering and Information Technology, vol. 7, no. 4, pp. 1127-1133, 2017. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.7.4.2495.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Hanafiah, -
AU  - Saloma, -
AU  - Idris, Yakni
AU  - Yahya, Julius
PY  - 2017
TI  - The Behaviour Study of Shear Wall on Concrete Structure by Pushover Analysis
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 7 (2017) No. 4
Y2  - 2017
SP  - 1127
EP  - 1133
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - shear wall; pushover analysis; drift ratio; base shear; plastic hinge
N2  - Shear wall is applied to counter the effects of lateral load acting on a structure. Wind and seismic loads are the most common loads that shear walls are designed to carry in high rise building.  This paper used four models of 10 floors building with three variations of shear wall position. The dimension of each floor is 18 m x 18 m.  The building is located in Palembang with the soft soil condition, and has function as office buliding. The purpose of this study is to analyze building performance, curve capacity and plastic hinge distribution from pushover analysis. The result of the study was obtained that model 4 is most effective in terms of ductility and strength building. Model 4 is able to reduce deviation 61.43% and reduce drift ratio 69.50%. Model 4 is also reduced deflection at the point of pushover analysis performance 72.64%. Model 3 has smallest number of plastic hinges. The result of pushover analysis shows that the building performance of all model are immediate occupancy.
UR  - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=2495
DO  - 10.18517/ijaseit.7.4.2495

RefWorks

RT Journal Article
ID 2495
A1 Hanafiah, -
A1 Saloma, -
A1 Idris, Yakni
A1 Yahya, Julius
T1 The Behaviour Study of Shear Wall on Concrete Structure by Pushover Analysis
JF International Journal on Advanced Science, Engineering and Information Technology
VO 7
IS 4
YR 2017
SP 1127
OP 1133
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 shear wall; pushover analysis; drift ratio; base shear; plastic hinge
AB Shear wall is applied to counter the effects of lateral load acting on a structure. Wind and seismic loads are the most common loads that shear walls are designed to carry in high rise building.  This paper used four models of 10 floors building with three variations of shear wall position. The dimension of each floor is 18 m x 18 m.  The building is located in Palembang with the soft soil condition, and has function as office buliding. The purpose of this study is to analyze building performance, curve capacity and plastic hinge distribution from pushover analysis. The result of the study was obtained that model 4 is most effective in terms of ductility and strength building. Model 4 is able to reduce deviation 61.43% and reduce drift ratio 69.50%. Model 4 is also reduced deflection at the point of pushover analysis performance 72.64%. Model 3 has smallest number of plastic hinges. The result of pushover analysis shows that the building performance of all model are immediate occupancy.
LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=2495
DO  - 10.18517/ijaseit.7.4.2495