PERBANDINGAN KINERJA STRUKTUR GEDUNG DENGAN SISTEM FIXED BASE TERHADAP SISTEM BASE ISOLATION (HIGH DAMPING RUBBER BEARING)

Akbarilah, Zaham (2024) PERBANDINGAN KINERJA STRUKTUR GEDUNG DENGAN SISTEM FIXED BASE TERHADAP SISTEM BASE ISOLATION (HIGH DAMPING RUBBER BEARING). Tugas Akhir (S1) - thesis, Universitas Bakrie.

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Abstract

Indonesia is one of the earthquake-prone countries, making earthquake-resistant buildings an essential requirement that cannot be overlooked. However, the results are often unsatisfactory because damage to both structural and non-structural elements is generally caused by inter-story drift differences. An effective design system for building structures is the seismic damping system that uses High Damping Rubber Bearing (HDRB). A nonlinear time history analysis will be conducted to understand the dynamic behavior of the structure.. The results from the nonlinear time history analysis and response spectrum analysis indicate that the vibration period of the base-isolated structure increased by up to 2.9%. Buildings utilizing High Damping Rubber Bearings (HDRB) experience a reduction in base shear forces compared to structures without HDRB isolators. The implementation of HDRB isolators in structures reduces base shear forces by 26.32% to 42.53%. This reduction is attributed to the increase in the structural period, which consequently decreases the seismic forces.

Item Type:	Thesis (Tugas Akhir (S1) - )
Uncontrolled Keywords:	Seismic Isolation System, High Damping Rubber Bearing, Fixed Base, Time History, Respon Spektrum Analysis.
Subjects:	Civil Engineering > Earthquake Engineering Civil Engineering > Structural Analysis Thesis > Thesis (S1)
Divisions:	Fakultas Teknik dan Ilmu Komputer > Program Studi Teknik Sipil
Depositing User:	zaham akbarilah
Date Deposited:	30 Aug 2024 08:17
Last Modified:	30 Aug 2024 08:17
URI:	https://repository.bakrie.ac.id/id/eprint/10193

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