EVALUASI KINERJA STRUKTUR SISTEM GANDA DAN SRPMM SEBAGAI DESAIN ALTERNATIF PADA GEDUNG FAKULTAS PSIKOLOGI KAMPUS B UIN RADEN FATAH PALEMBANG

SUFANSYA, AHMAD RAHMADDIEN and Rosidawani, Rosidawani and Nurjannah, Siti Aisyah (2020) EVALUASI KINERJA STRUKTUR SISTEM GANDA DAN SRPMM SEBAGAI DESAIN ALTERNATIF PADA GEDUNG FAKULTAS PSIKOLOGI KAMPUS B UIN RADEN FATAH PALEMBANG. Undergraduate thesis, Sriwijaya University.

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Abstract

Building structures are elements that are planned, calculated, and analyzed by planners. The structure of the building is divided into two, namely the upper structure and the lower structure. Upper structural elements including beams, columns, floor plates, and roofs. Indonesia is a country with diverse and high seismic activities. Seismic activity is caused by vibrations that occur on the surface of the earth due to the release of energy from the earth suddenly. This is because Indonesia is located between the meeting of the four main tectonic plates, namely the Eurasian, Pacific, Philippine and Indo-Australian plates (Sadisun, 2008). Based on SNI 1726-2012, one of the principles of earthquake resistant structural system planning is to use a shearwall, a moment retaining frame system, or both are commonly used with the term double system. In connection with the above, a redesign was carried out in Building G (Faculty of Psychology) Campus B of UIN Raden Fatah Palembang using a dual system and a medium moment bearing frame system (SRPMM). The seismic area used as a research base is the Palembang earthquake area. This study uses the main basic concepts in structural planning that are planned with the earthquake retaining structural system, namely SNI 03-2847-2013 as Structural Concrete Requirements for Buildings and SNI 03-1726-2012 as Earthquake Resilience Planning Procedures for Buildings and Non-Buildings. The loading regulation used is SNI 1727-2012. The pushover analysis method is used with the aim of providing accurate information about the performance level of the building structure. From the results of the analysis, it can be described the relationship between the basic shear and roof displacement, the relationship is then mapped as a structural capacity curve which shows that the structure with the SRPMM system has an effective strength of the structure which is still at a safe limit holding the structure with a 4.19% drift greater than a dual system and has a material efficiency of 6.09% smaller compared to a Dual System.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	shearwall, moment resisting frame, pushover, seismic,
Subjects:	T Technology > TH Building construction > TH1-9745 Building construction
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Users 6057 not found.
Date Deposited:	10 Jun 2020 06:32
Last Modified:	10 Jun 2020 06:32
URI:	http://repository.unsri.ac.id/id/eprint/29995

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