ANALISIS STRUKTUR BANGUNAN BAJA SEMI-RIGID DENGAN MEMBANDINGKAN ENERGI DISIPASI UNTUK BEBERAPA VARIASI SAMBUNGAN BALOK DENGAN KOLOM

WICIARDO, JULIAN and Hanafiah, Hanafiah and Saloma, Saloma (2016) ANALISIS STRUKTUR BANGUNAN BAJA SEMI-RIGID DENGAN MEMBANDINGKAN ENERGI DISIPASI UNTUK BEBERAPA VARIASI SAMBUNGAN BALOK DENGAN KOLOM. Undergraduate thesis, Sriwijaya University.

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Abstract

Earthquake cannot be predicted when it comes so the building structure should be designed to resist to seismic load. Steel structure’s behavior is very good when it is given seismic load due to Steel’s characteristic which ductile. In the design, the connection on Steel structure is usually assumed pinned or fixed, in fact it is difficult to make pinned or fixed condition on connection in actual condition. Semi-rigid assumption is more suitable for Steel connection. Variation of Steel connections also vary, so the selection of the best Steel connection will be difficult. Therefore it needs to be done research about Steel connection. The purposes of this research are to determine structural analysis method of semi-rigid Steel building and to know type of connection which has the greatest capacity of dissipation energy and stiffiiess. Structural model which is used in the structural analysis is a 2D model that is one story ffame with one bay. Connection models which are used in this research are double webangle is named dwa, top and seat-angle without double web-angle is named tsawodwa, top and seat-angle with double web-angle is named tsawdwa, extended end-plate without column stiffeners is named eepwocs dan t-stub is named ts. The structural analysis is done with two models that are line model and solid model. Solid model is used to determine behavior of the connection when it is given cyclic seismic load while line model is used to verify the accuracy of solid model. The results of this research are eepwocs model has the greatest stiffiiess while dwa model has the smallest stiffiiess. In relation to seismic energy absorption, dwa model has the greatest capacity of dissipation energy at 80.364,853 Joule while eepwocs model has the smallest capacity of dissipation energy at 4.451,454 Joule.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	dissipation energy, semi-rigid, earthquake, connection
Subjects:	T Technology > TH Building construction > TH845-895 Architectural engineering. Structural engineering of buildings
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Mrs Furika Furika
Date Deposited:	31 Aug 2023 07:36
Last Modified:	31 Aug 2023 07:36
URI:	http://repository.unsri.ac.id/id/eprint/128158

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