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

VALENCIA, NABILA and Saloma, Saloma and Nurjannah, Siti Aisyah (2025) PERILAKU JOINT BALOK-KOLOM EKSTERIOR SELF COMPACTING CONCRETE DENGAN VARIASI SPASI SENGKANG AKIBAT BEBAN SIKLIK. Undergraduate thesis, Sriwijaya University.

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Abstract

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.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	cyclic loading, beam-column joint, finite element method, self-compacting concrete
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA329-348 Engineering mathematics. Engineering analysis > TA347.F5C4665 Finite Element Method, Computer System Engineering Mathematics,
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Nabila Valencia
Date Deposited:	18 Jan 2025 15:12
Last Modified:	18 Jan 2025 15:12
URI:	http://repository.unsri.ac.id/id/eprint/165464

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