Skripsi

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

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Penilaian

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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

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2507003881	T177650	T1776502025	Central Library (Reference)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1776502025

Publisher

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

Collation

xvi, 86 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

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