Penulis Utama : Rida Handiana Devi
NIM / NIP : S941808013
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To achieve the global satisfactory seismic behavior of a concrete frame structure and prevent undesirable local failures of its structural elements, local strengthening of structural members through FRP wrap is one of the cost-effective retrofitting strategies. A static analysis method is simple and provides more accuracy in presenting dynamic behavior, namely Displacement-based Adaptive Pushover Analysis, with a rotational spring approach for the elements. Several factors cause the element's capacity to decrease in addition to seismic loadings, such as building age and construction failure.
This carbon type of FRP wrapped column will increase the strength of the element and the capacity that will allow attaining more energy dissipating global performance through increased external confinement. This on-going research aims to demonstrate the seismic performance of Low-to-Mid-Rise Concrete Frame retrofitted by CFRP wrap. The structure's capacity curves before and after local strengthening will be developed and analyzed to identify the CFRP's contribution to cases due to seismic demand for the cover concrete and reinforcement and degradation of the concrete's compression strength. This curve allows evaluation for the retrofitting strategy is carried out rationally.

Keywords: FRP, Adaptive Pushover Analysis, Retrofit, Low-to Mid Rise

 

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Penulis Utama : Rida Handiana Devi
Penulis Tambahan : -
NIM / NIP : S941808013
Tahun : 2021
Judul : Seismic Capacity Of Low-To-Mid Rise Reinforced Concrete Buildings Retrofitted With CFRP
Edisi :
Imprint : Surakarta - Pascasarjana - 2021
Program Studi : S-2 Teknik Sipil
Kolasi :
Sumber : UNS-Pascasarjana-S941808013
Kata Kunci :
Jenis Dokumen : Tesis
ISSN :
ISBN :
Link DOI / Jurnal : -
Status : Public
Pembimbing : 1. Professor Lee Tzu Ying
2. Dr. Senot Sangadji, S.T., M.T.
Penguji :
Catatan Umum :
Fakultas : Sekolah Pascasarjana
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