Hanafiah, Hanafiah and Saloma, Saloma and Idris, Yakni and Yahya, Julius (2017) The Behaviour Study of Shear Wall on Concrete Structure by Pushover Analysis. International Journal on Advanced Science, Engineering and Information Technology, 7 (4). pp. 1127-1133. ISSN 2088-5334
Preview |
Text
IJASEIT Vol.7 (2017) No. 4 Hanafiah, Saloma, Yakni Idris, Julius Yahya.pdf - Published Version Download (1MB) | Preview |
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 a function as an office building. 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 the smallest number of plastic hinges. The result of pushover analysis shows that the building performance of all model is immediate occupancy.
| Item Type: | Article |
|---|---|
| Subjects: | T Technology > TH Building construction > TH1000-1725 Systems of building construction Including fireproof construction, concrete construction |
| Divisions: | 03-Faculty of Engineering > 22101-Civil Engineering (S2) 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
| Depositing User: | Saloma Hasyim |
| Date Deposited: | 04 Jun 2021 11:42 |
| Last Modified: | 04 Jun 2021 11:42 |
| URI: | http://repository.unsri.ac.id/id/eprint/47506 |
Actions (login required)
 |
View Item |