ANALISIS KINERJA JOINT BALOK-KOLOM EKSTERIOR NANOCOMPOSITE POLYMER DENGAN VARIASI ANGKUR

ARIF, SIGIT NOOR and Saloma, Saloma and Nurjannah, Siti Aisyah (2025) ANALISIS KINERJA JOINT BALOK-KOLOM EKSTERIOR NANOCOMPOSITE POLYMER DENGAN VARIASI ANGKUR. Undergraduate thesis, Sriwijaya University.

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Abstract

Indonesia has a high earthquake risk because it is located at the confluence of three major world plates: Pacific, Eurasian and Indo-Australian. Beam-column connection is a crucial structural element and needs special attention. The use of nanocomposite polymer concrete can improve mechanical properties such as compressive strength, tensile strength, and ductility, which are important for structural resistance to earthquakes. This study aims to evaluate the performance of beam-column connections made of nanocomposite polymer with the addition of anchor reinforcement at the connection area to increase the structural capacity. The analysis was conducted by applying static cyclic loads to simulate earthquake conditions, using the ANSYS programme with a finite element method approach. The ANSYS analysis results include hysteresis curves, maximum drift ratio, stress and displacement contours, ductility, stiffness, structural strength, and cumulative energy dissipation as indicators of toughness against cyclic loads. All variations fall into the high ductility demand category, with variation HB-JR-N showing the lowest ductility values, presumably due to the anchor design limiting stress redistribution and plastic joint formation. However, the HB-JR-N variation recorded the highest cumulative energy dissipation values, indicating its ability to most effectively resist and dampen dynamic forces such as during earthquakes. Overall, the HK-JR-N model was rated as the most effective anchor variation. Keywords: cyclic loads, anchor reinforcement, finite element method, nanocomposite polymer

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Beban siklik, tulangan angkur, metode elemen hingga, nanocomposite polymer
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:	Sigit Noor Arif
Date Deposited:	10 Jul 2025 08:04
Last Modified:	10 Jul 2025 08:04
URI:	http://repository.unsri.ac.id/id/eprint/177650

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