Skripsi

ANALISIS PENGARUH TULANGAN GESER PADA SELF COMPACTING CONCRETE FLAT SLAB DENGAN BEBAN MONOTONIK

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Penilaian

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This study analyzes the effect of shear reinforcement on a flat slab made of Self-Compacting Concrete (SCC) on the shear capacity and ductility of the structure under monotonic loading. Flat slabs are widely used in high-rise buildings because of their efficiency, but are susceptible to punching shear. To improve the resistance, shear reinforcement is used which is analyzed using ANSYS software based on the finite element method. The model includes SOLID65 elements for concrete, SOLID45 for steel plates, and LINK180 for steel reinforcement. The results show that variations in the shear reinforcement ratio increase the shear capacity and deformation resistance. SCC is also superior to conventional concrete in terms of structural strength and ductility. The use of SCC and optimal shear reinforcement can improve energy dissipation and safety of flat slabs, making it an efficient solution in the design of high-rise buildings that are stronger and resistant to shear loads.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2507001625	T169246	T1692462025	Central Library (Reference)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1692462025

Publisher

Indralaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2025

Collation

xxiv, 160 hlm.; ilus.; tab.; 29 cm.

Language

Indonesia

ISBN/ISSN

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Classification

624.07

Content Type

Text

Media Type

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Carrier Type

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Edition

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Subject(s)

Teknik Sipil

Specific Detail Info

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Statement of Responsibility

MI

Other version/related

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