(Peer Review + Similarity + Document) PENINJAUAN PENGARUH BEBAN GEMPA TERHADAP STRUKTUR ATAS YANG BERINTERAKSI DENGAN TANAH DENGAN JENIS PONDASI SETEMPAT (Study Kasus : Gedung Gudang Universitas Muhammadiyah Jember)

PRIYONO, PUJO (2017) (Peer Review + Similarity + Document) PENINJAUAN PENGARUH BEBAN GEMPA TERHADAP STRUKTUR ATAS YANG BERINTERAKSI DENGAN TANAH DENGAN JENIS PONDASI SETEMPAT (Study Kasus : Gedung Gudang Universitas Muhammadiyah Jember). Universitas Muhammadiyah Jember, Universitas Muhammadiyah Jember.

	Text 14. PENINJAUAN PENGARUH BEBAN GEMPA TERHADAP STRUKTUR ATAS YANG.pdf Download (1MB)
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Official URL: http://repository.unmuhjember.ac.id/4472/

Abstract

Indonesia's geological condition has earthquake potential that covers most of its territory. To reduce the risk of disaster, it needs earthquake resistant building construction. Generally in existing calculations, the calculation of earthquake loading that is assigned to the ETABS program or SAP 2000 is the result of manual data input and placed at the center of each floor by assuming the upper and lower structure (foundation) are separate. In fact, the structure and the ground (foundation) become a unity.The study was conducted by analyzing the magnitude of the reaction due to conventional analysis to be equivalent to spring by taking into account the amount of the support settlement.The results of the study showed that the momentary support of the exterior beam interaction analysis (spring) decreased for all floors. While in the field moment the beam of interaction analysis (spring) increased, and at the moment of the pedestal beam interior interaction analysis (spring) increased.

Item Type:	Peer Review
Subjects:	600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering
Divisions:	Faculty of Engineering > Department of Civil Engineering (S1)
Depositing User:	Novan Agung
Contact Email Address:	pujopriyono@unmuhjember.ac.id
Date Deposited:	17 Apr 2021 01:56
Last Modified:	20 Apr 2021 05:44
URI:	http://repository.unmuhjember.ac.id/id/eprint/9452

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