Skripsi

PERILAKU SAMBUNGAN BALOK-KOLOM INTERIOR SELF COMPACTING CONCRETE DENGAN VARIASI TULANGAN GESER TERHADAP BEBAN LATERAL SIKLIK

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Penilaian

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The beam-column joints structure element is a crucial area because it is susceptible to structural failure due to the distribution of cyclic lateral loads. Therefore, the joint zone must be well designed and according to the design requirements of earthquake resistant structures. An alternative to overcome the difficulty of normal concrete compaction due to tight shear reinforcement is self compacting concrete material. The purpose of this research is analyze the behavior of self compacting concrete interior beam column joints with variations of shear reinforcement on cyclic lateral loads. Modeling of interior beam column joint structural elements is helped by the ANSYS program based on the finite element method. The results of the analysis of the behavior of interior beam column joints are hysteresis curves, maximum story drift, stress contours, ductility, stiffness and structural strength. Variations of horizontal, diagonal and combinations of horizontal and diagonal shear reinforcement, respectively, were compared to determine the best variation of shear reinforcement. Beam column joints with horizontal and diagonal shear reinforcement are able to achieve the highest lateral forces and restrain compressive stresses of -50 MPa and tensile stresses of 3.33 MPa and have better stiffness degradation. The highest ductility value of 3,437 was achieved by the beam-column joints with diagonal shear reinforcement because the structure yielded faster. The results showed that the self compacting concrete interior column beam joints with a combination of horizontal and diagonal shear reinforcement and horizontal shear reinforcement was able to restrain cyclic lateral loads well.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2207000092	T62490	T624902022	Central Library (Referens)	Available

Detail Information

Series Title

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Call Number

T624902022

Publisher

Indralaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2022

Collation

xvii, 67 hlm.; ilus.; 29 cm

Language

Indonesia

ISBN/ISSN

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Classification

690.107

Content Type

Text

Media Type

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Carrier Type

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Edition

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Subject(s)

Teknik Sipil
Struktur Bahan Dasar Teknik Bangunan
Sambungan Balok

Specific Detail Info

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Statement of Responsibility

MURZs

Other version/related

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