Skripsi

KAPASITAS PILAR JEMBATAN NANOCOMPOSITE POLYMER DENGAN SENDI PLASTIS YANG DIPERKUAT DENGAN JACKETING KOMPOSIT SEMEN

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Penilaian

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Bridge piers with jacketing column is an alternative building structure in resisting earthquake loads. The jacketing column zone is crucial for distributing the earthquake loads, hence the well-designed system can effectively withstand seismic waves. The use of polymer nanocomposite concrete plays an important role in resisting earthquakes. This study aims to analyze the capacity of polymer nanocomposite bridge piers with reinforced cement composite jacketing in the plastic joint region using the ANSYS program and finite element method. The results of ANSYS program analysis include hysteresis curves, maximum drift ratio, stress and displacement contours, ductility, stiffness, structural strength, and cumulative energy dissipation. The study compares bridge piers with 25 mm thick column jackets reinforcement using C30 concrete against those reinforced with varying thicknesses of nanocomposite polymer concrete. All specimens classified as the high ductility demand category, with specimen E3 showing the lowest ductility value of 6.624 due to slower structural yield. Specimen E3 experienced the greatest cumulative energy dissipation along with the thickness of the column jacket. The results of this study indicate that the jacket thickness affects the strength of the bridge piers in resisting cyclic loads.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2507001627	T169215	T1692152025	Central Library (Reference)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1692152025

Publisher

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

Collation

xx, 122 hlm.; ilus.; tab.; 29 cm.

Language

Indonesia

ISBN/ISSN

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Classification

624.207

Content Type

Text

Media Type

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Carrier Type

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Edition

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Subject(s)

Teknik Jembatan

Specific Detail Info

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Statement of Responsibility

MI

Other version/related

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