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PERILAKU JOINT BALOK-KOLOM EKSTERIOR SELF COMPACTING CONCRETE DENGAN VARIASI SPASI SENGKANG AKIBAT BEBAN SIKLIK

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Penilaian

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One of the structural elements designed to withstand earthquakes is the beam-column joint, which serves as a responsive area for the distribution of seismic loads, requiring a design that meets seismic criteria. This study aims to analyze the performance of SCC beam-column joints with variations in stirrup spacing under cyclic loading. The analysis was conducted using ANSYS software based on the finite element method. The outputs include hysteresis curves, displacements, stress contours, ductility, stiffness, structural strength, and cumulative energy dissipation. The performance of beam-column joints made of normal concrete with a stirrup spacing of 100 mm was compared to joints using SCC material with various stirrup spacing configurations. The results show that the lowest ductility value of 8.718 was achieved by the J3 beam-column joint due to its shorter displacement. Meanwhile, the J1 beam-column joint exhibited the highest cumulative energy dissipation, as it could reach the maximum displacement of 50 mm in the pushing direction and -50 mm in the pulling direction. This study concludes that variations in stirrup spacing significantly affect the structural performance under cyclic loading.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2507000431	T165464	T1654642024	Central Library (Reference)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1654642024

Publisher

Indralaya : Prodi Teknik Sipil, Fakultas Teknik., 2024

Collation

xvi, 118 hlm., ilus., tab.; 29 cm

Language

Indonesia

ISBN/ISSN

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Classification

624.07

Content Type

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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

EM

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