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    Optimasi Design Rangka Ruang (Space Truss) Type Barrel Vaults Tahan Gempa berdasarkan SNI 1726:2019 pada Bentang Panjang

    Optimization Of Earthquake-Resistant Barrel Vaults Type Space Truss Design Based on SNI 1727:2019 on Long Spans

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    Date
    2025
    Author
    Siregar, Oloan Yohanes
    Advisor(s)
    Tarigan, Johannes
    Nursyamsi
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    Abstract
    Long span buildings are buildings that allow the use of column-free space as wide and as long as possible. In general, there are two types of large span buildings, namely simple large span and complex large span. In large span buildings, such as stadiums, workshops, meeting halls and others, one of the most commonly used is the space truss structure where the space truss uses pipes and their connections in the form of balls of the barrel baults type in optimizing the use of space trusses with a width of 192 m and a length of 120 m, with a height of 50 m. The barrel baults type will be developed into 7 models where the most optimum of the 7 models is taken. From the analysis results obtained the basic earthquake value (V) obtained in model 1 = 3142.501 kN, model 2 = 3566.82 kN, model 3 = 4233.43 kN, model 4 = 4116.19 kN, model 5 = 5058.02 kN, model 6 = 4881.18 kN and model 7 = 3411.49 kN. From the analysis results that have been obtained that model 1 has the smallest tonnage and the largest is in model 6 with a tonnage of 62.242% heavier than model 1.
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    https://repositori.usu.ac.id/handle/123456789/107776
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    Repositori Institusi Universitas Sumatera Utara - 2025

    Universitas Sumatera Utara

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    Repositori Institusi Universitas Sumatera Utara - 2025

    Universitas Sumatera Utara

    Perpustakaan

    Resource Guide

    Katalog Perpustakaan

    Journal Elektronik Berlangganan

    Buku Elektronik Berlangganan

    DSpace software copyright © 2002-2016  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    Atmire NV