Skripsi

STUDI PERILAKU SHEAR WALL PADA STRUKTUR BETON MENGGUNAKAN ANALISIS PUSHOVER

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Penilaian

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The shear wali systems are commonly applicated for reducing the seismic forces in hig’n-rise building. This paper is using four models with three position variation of shear wali with ten tloors and total height of 40 meters and same size which is 18x18 meters. The building is located in Palembang city on the soft soil and has funclion as an officc building. The building pcrfonnancc, capacily curvc, and plastic hinge distribution are the results of pushover analysis. According to this research. the fourt'h model is considered to 'be the most effective model to increase the rigidity and the strength of the building. This model is also ablc to rcducc displacement 61,432% and drift ratio 69,50%. Moreover, this model also has the capability to reduce deflection at pushover analysis performance point 72.642%. However, the third model plastic hinge distribution has the fcvvcst collapse pattem of plastic hinges with base shear foree which is happened to the building is 5.548,608 tons. In auuition, after the pushover analysis is done, the building performance belongs to these four models are considered as immediate occupancy.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
1607001139	T110867	T1108672016	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1108672016

Publisher

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

Collation

xiv, 71 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

691.307

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

-

Subject(s)

Struktur beton
Prodi Teknik Sipil

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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