Studi Komparatif Kinerja Seismik SRPMK dengan Fluid Viscous Damper (FVD) terhadap Sistem Ganda Konvensional pada Gedung Perkantoran 12 Lantai di Daerah Jakarta

Musyafa, Muhammad Rafi (2026) Studi Komparatif Kinerja Seismik SRPMK dengan Fluid Viscous Damper (FVD) terhadap Sistem Ganda Konvensional pada Gedung Perkantoran 12 Lantai di Daerah Jakarta. Other thesis, Institut Teknologi Sepuluh Nopember.

Text 5012221147-Undergraduate_Thesis.pdf - Accepted Version Restricted to Repository staff only Download (11MB) | Request a copy

Abstract

Indonesia merupakan wilayah dengan aktivitas seismik yang tinggi sehingga kinerja seismik menjadi aspek penting dalam perencanaan struktur bangunan gedung. Penelitian ini dilakukan pada gedung perkantoran beton bertulang 12 lantai di daerah jakarta yang semula dirancang menggunakan dual system berupa Sistem Rangka Pemikul Momen Khusus (SRPMK) dan shearwall. Penelitian ini bertujuan untuk membandingkan kinerja seismik struktur eksisting serta menganalisa efektivitas penerapan Fluid Viscous Damper (FVD) melalui modifikasi sistem struktur menjadi sistem rangaka pemikul momen khusus yang dilengkapi dengan FVD. Analisis dilakukan dengan pemodelan struktur tiga dimensi menggunakan perangkat lunak analisis struktur, dengan pembebanan gempa mengacu pada SNI 1726:2019 menggunakan metode analisis dinamik respon spectrum, Linier Time History. Evaluasi kinerja struktur dilakukan berdasarkan parameter periode getar fundamental (T), simpangan antar lantai (Δ), dan gaya geser dasar (V) pada kondisi sebelum dan sesudah pemasangan FVD.
====================================================================================================================================
Indonesia is located in a region of high seismic activity; therefore, seismic performance is a critical consideration in the design of building structures. This study was conducted on a 12 story reinforced concrete office building in Jakarta, which was originally designed using a conventional dual structural system consisting of a Special Moment Resisting Frame (SMRF) and shear walls. The objective of this study is to compare the seismic performance of the existing structure and to evaluate the effectiveness of implementing Fluid Viscous Dampers (FVDs) by modifying the structural system into a Special Moment Resisting Frame (SMRF) equipped with FVDs. Structural analysis was performed using a three-dimensional numerical model developed in structural analysis software. Seismic loading was applied in accordance with SNI 1726:2019 using the Response Spectrum Analysis and Linear Time History Analysis methods. The seismic performance of the structure was evaluated based on the fundamental period (T), interstory drift (Δ), and base shear (V) before and after the installation of the FVDs.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	Fluid Viscous Damper, Kinerja Seismik, Linier Time History, Respon Spectrum, Analysis, Sistem Rangka Pemikul Momen Khusus, Fluid Viscous Damper (FVD), Seismic performance, Linier Time History, Respon spektrum analysis, Special Moment Resisting Frame
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA444 Reinforced concrete T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design T Technology > TA Engineering (General). Civil engineering (General) > TA660.C6 Columns T Technology > TA Engineering (General). Civil engineering (General) > TA660.F7 Structural frames. T Technology > TH Building construction > TH1095 Earthquakes and building
Divisions:	Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	Muhammad Rafi Musyafa
Date Deposited:	31 Jul 2026 06:17
Last Modified:	31 Jul 2026 06:17
URI:	http://repository.its.ac.id/id/eprint/138879

Actions (login required)

View Item