ANALISIS STRUKTUR TOWER GEDUNG UNIVERSITAS ISLAM NEGERI RADEN FATAH PALEMBANG TERHADAP BEBAN ANGIN BERDASARKAN SNI 1727 – 2013 MENGGUNAKAN PROGRAM SAP2000

CANDRA, VERLES OCY and Idris, Yakni (2020) ANALISIS STRUKTUR TOWER GEDUNG UNIVERSITAS ISLAM NEGERI RADEN FATAH PALEMBANG TERHADAP BEBAN ANGIN BERDASARKAN SNI 1727 – 2013 MENGGUNAKAN PROGRAM SAP2000. Undergraduate thesis, Sriwijaya University.

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Abstract

Lahan yang terbatas menjadi salah satu permasalahan dalam proses pembangunan pada wilayah perkotaan, sehingga untuk memaksimalkan fungsi dari lahan yang tersedia dilakukan pembangunan bangunan tinggi. Salah satu hal yang perlu diperhatikan dalam merencakan bangunan tinggi adalah dampak dari gaya angin yang akan bekerja pada bangunan tinggi tersebut. Penelitian ini dilakukan pada Tower Gedung Universitas Islam Negeri Raden Fatah Palembang dengan menganalisis beban angin berdasarkan SNI 1727 – 2013 menggunakan program SAP2000. Dengan kecepatan angin dasar sebesar 18 m/s berdasarkan dari data BMKG, kinerja Tower Gedung Universitas Islam Negeri Raden Fatah Palembang akibat beban angin yang bekerja termasuk dalam kategori aman. displacement terbesar adalah 0,00548 m pada elevasi 36,27 m.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Beban angin, Bangunan tinggi, displacement
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General) > TA169.H37 Reliability (Engineering), Engineering design, Civil engineering T Technology > TA Engineering (General). Civil engineering (General) > TA630-695 Structural engineering (General) > TA647.H356 Structural dynamics-Vibration-Shock (Mechanics)- Airframes--Testing Buildings--Earthquake effects--Data processing--Handbooks, manuals, etc
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Users 7010 not found.
Date Deposited:	07 Aug 2020 04:36
Last Modified:	07 Aug 2020 04:36
URI:	http://repository.unsri.ac.id/id/eprint/32398

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