ANALISIS KINERJA STRUKTUR DENGAN VARIASI DIMENSI BALOK DAN WILAYAH GEMPA DENGAN METODE ANALISIS PUSHOVER

RAMADHAN, ANDREAWAN and Rosidawani, Rosidawani and Nurjannah, Siti Aisyah (2024) ANALISIS KINERJA STRUKTUR DENGAN VARIASI DIMENSI BALOK DAN WILAYAH GEMPA DENGAN METODE ANALISIS PUSHOVER. Undergraduate thesis, Sriwijaya University.

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Abstract

Indonesia is one of the countries that is very aggressive in development. Based on data from the Directorate of Housing Development Systems and Strategies, was obtained as of September 2020, there were 433.7 thousand buildings recorded in the system. In the context of planning multi-storey buildings, it is necessary to do good planning so that the resulting structure is able to work optimally. One of the most important aspects is seismic planning on the structure. Through SNI 1726: 2019 concerning the procedures for planning earthquake-resistant structures for building buildings and non-buildings, an optional to withstand the lateral load of earthquakes that occur, namely by using sliding walls (shearwall). The purpose of this study was to analyze and determine the results of comparison of seismic performance levels, plastic joint dispersal patterns and earthquake efficiency in 8-story buildings due to variations in shearwall models in both the direction of the x-axis and the y-axis of the building. The structure analyst was modeled in the SAP 2000 program by the pushover analyst method. The results showed that the displacement at the performance point (performance point) that occurred in the x direction for the structure of the existing model, model 1, model 2 and model 3 was worth 363.53 mm, 308,124 mm, 264,461 mm and 267,541 mm, respectively. While the displacement at the performance point (performance point) that occurs in the y direction for the existing model structure, model 1, model 2 and model 3 are worth 283,233 mm, 199,594 mm, 256,998 mm and 258,103 mm, respectively. On the spread of plastic joints for the entire structure in the immediate occupancy to collapse prevention range. All structures except in the direction x existing models show the performance level (performance level) in the structure with immediate occupancy conditions.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Analisis Pushover, SNI 1726:2019, Level Kinerja, Titik Kinerja Respon Struktur, Gempa.
Subjects:	T Technology > TH Building construction T Technology > TH Building construction > TH1-9745 Building construction T Technology > TH Building construction > TH1000-1725 Systems of building construction Including fireproof construction, concrete construction
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Andreawan Ramadhan
Date Deposited:	03 Apr 2024 06:04
Last Modified:	03 Apr 2024 06:04
URI:	http://repository.unsri.ac.id/id/eprint/143107

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