Analisis Penambahan Jumlah Lantai Gedung Unej dengan Kolom Diperkuat Carbon Fiber Reinforced Polymer (CFRP) terhadap Kekuatan Pondasi Existing

Priscasari, Nindiari Ade (2020) Analisis Penambahan Jumlah Lantai Gedung Unej dengan Kolom Diperkuat Carbon Fiber Reinforced Polymer (CFRP) terhadap Kekuatan Pondasi Existing. Undergraduate thesis, Universitas Muhammadiyah Jember.

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Abstract

ABSTRAK Keterbatasan lahan mengakibatkan susahnya melakukan penambahan luas bangunan ke arah horisontal khususnya pada Gedung H FKIP Universitas Jember, salah satu cara untuk memperluas ruangan pada gedung adalah penambahan lantai atau pembangunan ke arah vertikal. Sebelum menambah lantai, perlu dilakukan perkuatan pada struktur primer gedung yaitu kolom. Penelitian ini memperkuat kolom dengan FRP jenis Carbon Fiber Reinforced Polymer (CFRP) terhadap kekuatan pondasi eksisting. Penelitian ini menggunakan program bantu SAP2000 untuk menganalisis struktur gedung tersebut. Dari hasil analisis, Gedung H FKIP Universitas Jember mampu ditambah 1 lantai dengan memperkuat kolom terhadap kekuatan pondasi eksisting. Setelah diperkuat menggunakan CFRP dengan tebal 1 mm dan 1 lapis, penambahan kapasitas aksial kolom sebesar 35% dari kapasitas aksial semula. Kata kunci : Gedung H FKIP Universitas Jember, Struktur Primer, CFRP, Penambahan Kapasitas Aksial Kolom. ABSTRACT The imited land makes difficult increasing the building area as horizontall, which is especially in the H Building FKIP, Jember University. One way to expand the space in the building area is adding the floor or the build in vertical direction. Before adding the floors, It is important to reinforce the primary structure of the building that are columns. This research aim to reinforce the columns with FRP which have type Carbon Fiber Reinforced Polymer (or CFRP) into strength the existing foundation. This research used the SAP2000 to analyze the structure of the building. From the result of analysis can give information that the H Building FKIP, Jember University was able to add one floor by strength the colomn for the strength of the existing foundation. After it is reinforcing which used CFRP with a thickness of 1 mm and 1 layer, the axial capacity of the clolumn was increased to 35 % from the original axial capacity. Keywords : the H Building FKIP, Jember University, Primary Structure, CFRP, The Addition of Column Axial Capacity

Item Type:

Thesis (Undergraduate)

Subjects:

600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering

Divisions:

Faculty of Engineering > Department of Civil Engineering (S1)

Department:

S1 Teknik Sipil

Depositing User:

Nindiari Ade Priscasari

Contributors: