Logo

SANTEN-fuse AS ANEARTHQUAKE DAMPER FOR PENDOPO JOGLO

Maer, Bisatya Widadya and Pudjisuryadi, Pamuda (2015) SANTEN-fuse AS ANEARTHQUAKE DAMPER FOR PENDOPO JOGLO. Dimensi, 42 (1). pp. 1-8. ISSN 0126-219X

[img]
Preview
PDF
Download (4Mb) | Preview
    [img]
    Preview
    PDF
    Download (3277Kb) | Preview
      [img]
      Preview
      PDF (peer review baru - Pamuda)
      Download (185Kb) | Preview
        Official URL: dimensi.petra.ac.id

        Abstract

        The 2006 Yogyakarta earthquake resulted in collapse of several traditional buildings in Yogyakarta, including joglos. This fact indicates that joglos are quite vulnerable to low-frequency ground shaking. The stability and rigidity of a joglo building are provided by the core of the building, i.e. the rong-rongan structure, in which connection of sakaguru (the column)-sunduk (the long span beam)-kili (the short span beam) has a rigid characteristic. This rigid rong-rongan structure behaves elastically during an earthquake event, and attracts large inertia force. This research aims to increase the structure performance of the rong-rongan by adding SANTEN-fuse, an earthquake vibration damper, and by changing the joint connection of sakaguru-sunduk-kili to be that of a pin connection, but not changing the physical appearance of rong-rongan. Santen, whose function is to transfer the load of the roof from blandar to sunduk and from pangeret to kili, is modified so that it has frictional damper characteristic. This SANTEN-fuse can resist shear force up to certain level before it slides and acting as a damper. With the reduced stiffness, which leads to reduced inertia force, the overall structural responses are expected to be lower. An experimental quantitative method was used by doing a simulation using SAP2000 software to verify the idea. The pendopo dalem Yudonegaran a joglo house in Yogyakarta was chosen as a case study. Non-linear time history analysis was conducted. Simulation results showed that the proposed modification of rong-rongan structure by using SANTEN-fuse, performed better than the original rong-rongan structure.

        Item Type: Article
        Uncontrolled Keywords: Rong-rongan; SANTEN-fuse; non-linear time history analysis; structural responses
        Subjects: N Fine Arts > NA Architecture
        T Technology > TA Engineering (General). Civil engineering (General)
        T Technology > TH Building construction
        Divisions: Faculty of Civil Engineering and Planning > Architecture Department
        Depositing User: Admin
        Date Deposited: 10 Nov 2015 20:34
        Last Modified: 28 May 2022 11:45
        URI: https://repository.petra.ac.id/id/eprint/17394

        Actions (login required)

        View Item