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Article . 2020 . Peer-reviewed
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Analisis Struktur Gedung Beton Dengan Sistem Pracetak pada Gedung Rusun Joho

Authors: Firzil Rohim Ghifari;

Analisis Struktur Gedung Beton Dengan Sistem Pracetak pada Gedung Rusun Joho

Abstract

Rusun Joho merupakan bangunan yang menggunakan struktur beton pracetak, dimana struktur beton dicetak di pabrik khusus pembuatan beton pracetak terlebih dahulu sebelum dipasang di lokasi pembangunan. Untuk mengetahui kuat tahan struktur beton pracetak terhadap gempa digunakan metode ragam spektrum respons. Perhitungan analisis struktur menggunakan software SAP 2000 V14. Hasil analisis tersebut berupa simpangan antar tingkat (displacement) dan base shear. Hasil analisis tersebut digunakan untuk mengontrol kinerja batas layan dan ultimate struktur. Untuk analisis hubungan balok kolom menggunakan SNI 03-2847-2002. Dalam menganalisis hubungan balok kolom pada struktur gedung pracetak tersebut digunakan balok yang menerima momen terbesar dimana data momen tersebut didapat dari hasil output SAP 2000 V14, dan sebagai sample yang mewakili seluruh hubungan balok kolom gedung Rusun Joho dihasilkan hubungan balok kolom tengah bentang фVc (2975,324) > V (2954,119) (sambungan aman) dan hubungan balok kolom ujung bentang фVc (2975,324) > 1559,99 (sambungan aman).

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
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