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Kajian Perbandingan Kinerja Struktur Dinding Geser Komposit Berdasarkan Tingkatan Gedung

EL-ISLAMY, DIMAS and DESMALIANA, ERMA and DIREDJA, NESSA VALIANTINE (2019) Kajian Perbandingan Kinerja Struktur Dinding Geser Komposit Berdasarkan Tingkatan Gedung. Reka Racana, 5 (3). pp. 20-29. ISSN 2477-2569


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One of the method to minimize the displacement of structure affected by earthquake is by using shear wall. Shear wall can influence the ductility and stiffness to the structure. On the most recent technology, composite steel plate shear wall can combining the advantages and compensate the disadvantages of concrete and steel shear wall. This study was conducted by using three models buildings with 10 story, 20 story, and 30 story with spectrum response methods and pushover analysis. The result of this study shows that drift’s roof on structure using shear wall is smaller than the structure without one. Based on pushover analysis, when structure using shear wall with thickness 110 mm for three models are the same level in immediate occupancy which strength and stiffness in buildings is almost the same as the condition before earthquake. Keywords: composite steel plate shear wall, respons spectrum, pushover analysis, displacement

Item Type: Article
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: 2 Fakultas Teknik Sipil dan Perencanaan > 22201 Teknik Sipil S1
Depositing User: Erma Sukmaida
Date Deposited: 09 Feb 2022 09:37
Last Modified: 09 Feb 2022 09:37

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