Modifikasi Struktur Gedung Meratus II Dengan Sistem Rangka Pemikul Momen Khusus ( SRPMK )

Yunamo, Pungky Yuliansyah (2007) Modifikasi Struktur Gedung Meratus II Dengan Sistem Rangka Pemikul Momen Khusus ( SRPMK ). Other thesis, Institut Teknologi Sepuluh Nopember Surabaya.

Text 3104109526-Undergraduate_Thesis.pdf - Accepted Version Download (66MB)

Abstract

Proyek Pembangunan Gedung Meratus II ini dimodifikasi dan direncanakan ulang dengan menggunakan metoda Sistem Rangka Pemikul Momen Khusus (SRPMK), dengan harapan struktur rangka ruang dalain dimana komponen-komponen struktur join-joinnya mampu menahan gaya-gaya dalam yang bekeija melalui aksi lentur, geser dan aksial. Perencanaan bangunan talian gempa adalah terbentuk sendi-sendi plastis yang mampu memencarkan energi gempa dan membatasi besamya beban gempa yang masuk kedalam struktur, harus dikendalikan sedemikian rupa agar struktur berperilaku memuaskan dan tidak sampai runtuh saat tajadi gempa kuat. Filosofi perencanaan seperti ini ini dikenal konsep Desain Kapasitas ( Daktilitas Penuh ). Konsep ini diterapkan untuk merencanakan agar kolom-kolom lebih kuat dari balok atau kita kenal dengan strong column weak beam. Modifikasi terhadap gedung yang telah ada, antara lain : Penambahan jumlah lantai dari 7 lantai menjadi 8 lantai. Gedung meratus II diasumsikan berada di daerah dengan resiko gempa kuat (Zona Gempa 6). Permasalahan yang akan dibahas dalam Perencanaan Struktur Gedung Meratus II ini meliputi : pekeijaan kolom, balok, pelat, tangga dan pondasi, dimana perhitungannya mengacu pada SNI : 03-2847-2002 dan SN1 : 03-1726-2002
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The Meratus II Building Construction Project was modified and re-planned using the Special Moment Resisting Frame System (SRPMK) method, with the hope that the internal space frame structure where the joint structural components are able to withstand the internal forces that work through the action of bending, shearing and axial. The design of earthquake-resistant buildings is to form plastic joints that are capable of dissipating earthquake energy and limiting the magnitude of earthquake loads entering the structure. They must be controlled in such a way that the structure behaves satisfactorily and does not collapse when a strong earthquake occurs. This planning philosophy is known as the concept of Capacity Design (Full Ductility). This concept is applied to plan so that the columns are stronger than the beams or what we know as strong column weak beam. Modifications to existing buildings include: Increasing the number of floors from 7 floors to 8 floors. The Meratus II building is assumed to be in an area with a strong earthquake risk (Earthquake Zone 6). The problems that will be discussed in the Meratus II Building Structural Planning include: work on columns, beams, plates, stairs and foundations, where the calculations refer to SNI: 03-2847-2002 and SN1: 03-1726-2002

Item Type:	Thesis (Other)
Additional Information:	RSS 690.831 4 Par m-1 2009
Uncontrolled Keywords:	Sistem Rangka Pemikul Momen Khusus (SRPMK); Special Moment Resisting Framing System (SRPMK)
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA433 Strength of materials. T Technology > TA Engineering (General). Civil engineering (General) > TA444 Reinforced concrete
Divisions:	Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	EKO BUDI RAHARJO
Date Deposited:	12 Jan 2024 06:59
Last Modified:	12 Jan 2024 06:59
URI:	http://repository.its.ac.id/id/eprint/105467

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