CD Tesis

Analisis Perilaku Struktur Gedung Menggunakan Kolom Miring Dengan Sudut Kemiringan Yang Berbeda-Beda

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In a building construction, the column functions as a support for the loads from beams and slabs, to be transmitted to the subgrade through the foundation. The loads from these beams and plates are in the form of compressive axial loads and bending moments. Therefore, it can be defined that the column structure is a structure that supports axial loads with or without bending moments. An inclined column is a column structure that has an angle of inclination, where the inclined column functions the same as the column structure in general, which is to accept axial loads with or without bending moments. This is the basis for conducting research on the behavior of building structures that have sloping columns with different slope angles. There are many uses of slanted column structures in buildings in Indonesia, one example is the construction of the Toba bookstore building structure on Jl. Sudirman, Pekanbaru city. The research objective is to analyze the response of the structure and identify the performance of building structures that have sloping column structures with different slope angles. The results obtained are the behavior of building structures that have sloping columns, namely for the internal forces generated on inclined columns resembling beam structures where the axial force values are tilted to the column structure, the axial load will be smaller and for the shear forces, torsions, and moments produced are increasingly big. For structural behavior, the results of the analysis carried out for the maximum displecement, maximum story drift, maximum story shear, and maximum overtuning moment that occur in building structures that have ordinary vertical columns are smaller than buildings that have sloping columns with a slope of 15 °, 20 °. , 25 °, 30 °, 35 °, 40 °, and 45 ° it can be concluded that with the inclined column structure, the maximum displacement value, maximum story drift, maximum story shear, and maximum overtuning moment are increasingly attracting 25%.
Keywords: Structure, Slanted Column, Structural Response.

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

10 12. 220 (0028)

Penerbit

Pekanbaru : Universitas Riau – Pascasarjana – Tesis Teknik Sipil., 2020

Deskripsi Fisik

xv, 140 hlm.: ill.: 29 cm

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

10 12. 220 (0028)

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

TEKNIK SIPIL

Info Detail Spesifik

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Pernyataan Tanggungjawab

FATAH

Versi lain/terkait

Lampiran Berkas

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