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Image of Perbandingan Perilaku Struktur Beton Dengan Tulangan Baja Dan Struktur Beton Dengan Glass Fiber Reinforced Polymer (Gfrp)
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Perbandingan Perilaku Struktur Beton Dengan Tulangan Baja Dan Struktur Beton Dengan Glass Fiber Reinforced Polymer (Gfrp)

NAUFAL ARIEF / 1407113042 - Nama Orang;

Fiber Reinforced Polymer (FRP) is a composite material that has a tensile strength of 7 to 10 times the tensile strength of steel. FRP can be made from three types of composite materials, namely Carbon, Glass and Aramid. In this research, Glass-FRP material is used. FRP material tensile test results show a linear stress-strain relationship. Theoretically this indicates that FRP material is brittle, it is considered necessary to study the behavior of the structure using FRP material. This study aims to compare the behavior of steel reinforced concrete portal structures with FRP reinforced concrete portal structures in receiving earthquake loads. The analytical method used is the time history analysis using the 2009 Pariaman earthquake record, and the calculation of FRP reinforcement refers to ACI 440-1R-2015. The amount of reinforcement needed in a concrete beam with GFRP reinforcement is the same as the reinforcement of a concrete structure beam with conventional steel reinforcement. That is because the amount of reduction required by ACI 440.1R-2015 for the calculation of GFRP reinforcement. The value of relative displacement in the structural model with GFRP reinforcement is 7.34% greater than the structural model with steel reinforcement. Velocity and acceleration values are 65% and 52.87%, respectively, which indicates that vibrations in structures with GFRP reinforcement during an earthquake are less pronounced than structures with steel reinforcement.
keyword: Steel Reinforcement, GFRP Reinforcement, Time History Analysis, Displacement, Acceleration, Velocity


Ketersediaan
#
Perpustakaan Universitas Riau 07 01. 119 (0145)
07 01. 119 (0145)
Tersedia
Informasi Detail
Judul Seri
-
No. Panggil
07 01. 119 (0145)
Penerbit
Pekanbaru : Universitas Riau – Fakultas Teknik – Teknik Sipil., 2019
Deskripsi Fisik
vi, 71 hlm.; ill.; 29 cm
Bahasa
Indonesia
ISBN/ISSN
-
Klasifikasi
07 01. 119 (0145)
Tipe Isi
-
Tipe Media
-
Tipe Pembawa
-
Edisi
-
Subjek
SIPIL
Info Detail Spesifik
-
Pernyataan Tanggungjawab
DAUS
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Tidak tersedia versi lain

Lampiran Berkas
  • COVER
  • DAFTAR ISI
  • ABSTRAK
  • BAB I PENDAHULUAN
  • BAB II TINJAUAN PUSTAKA
  • BAB III METODE PENELITIAN
  • BAB IV HASIL DAN PEMBAHASAN
  • BAB V KESIMPULAN DAN SARAN
  • DAFTAR PUSTAKA
  • LAMPIRAN
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