Skripsi

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

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Penilaian

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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.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
1707000640	T128158	T1281582016	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1281582016

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2016

Collation

xvii, 96 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

693.807

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

-

Subject(s)

Prodi Teknik Sipil
Struktur bangunan - baja

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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