• Tidak ada hasil yang ditemukan

ANALISIS KURVA FRAGILITAS PADA STRUKTUR BANGUNAN 12 LANTAI DENGAN METODE PUSHOVER - eSkripsi Universitas Andalas

N/A
N/A
Protected

Academic year: 2023

Membagikan "ANALISIS KURVA FRAGILITAS PADA STRUKTUR BANGUNAN 12 LANTAI DENGAN METODE PUSHOVER - eSkripsi Universitas Andalas"

Copied!
3
0
0

Teks penuh

(1)

113

DAFTAR PUSTAKA

Anas Ismail, F., Hakam, A., Fauzan. 2011. “Kerusakan Bangunan Hotel Bumi Minang Akibat Gempa Padang 30 September 2009”. Jurnal Teknik Sipil. Vol.

18, No. 2, pp. 119-126.

ATC-40. 1996. “Seismic Evaluation and Retrofit of Concrete Building, Volume 1”.

Applied Technology Council. Redwood City. California. USA.

Budiono, B., Kusumastuti, D. 2002. “Prosedur Aplikasi dan Evaluasi Performance Based Design Pada Bangunan Tahan Gempa”. Institut Teknologi Bandung.

Bandung.

Chen, W., F, Lui, E., M. 2006. “Earthquake Engineering for Structural Design”.

University of Hawai’i. Manoa.

Computers & Structures, Inc. 2011. “Introductory Tutorial for SAP2000, Linear and Nonlinear Static and Dynamic Analysis and Design of Three- Dimensional Structures”. 1995 University Avenue. Barkeley, California 94704. USA.

Dewi, R., Y, Sudarajat, A., V. 2007. “Analisis Kinerja Struktur Beton Bertulang dengan Sistem Balok Kolom dan Flat Slab Terhadap Beban Gempa Kuat”.

Institut Teknologi Bandung. Bandung.

Dewobroto, Wiryanto. 2005. “Evaluasi Kinerja Struktur Baja Tahan Gempa dengan Analisa Pushover”. Tanggerang. Universitas Pelita Harapan.

Dewobroto, Wiryanto. 2013. “Komputer Rekayasa Struktur dengan SAP2000”.

Tanggerang. Universitas Pelita Harapan.

Diktat Modul Pelatihan. 2002. “Performance-Based Design (PBD) Bangunan Tahan Gempa”. Institut Teknologi Bandung. Bandung.

Fadila, F., 2019. “Kurva Fragilitas Untuk Sistem Struktur Pemikul Momen”.

Institut Teknologi Bandung. Bandung.

FEMA-440. 2005. “Improvement of Nonlinear Static Seismic Analysis Procedures”. Washington, D.C. Federal Emergency Management Agency.

Gambar Hotel Ibis Padang, Sumber : febbymellisa.blogsopot.com, 2018.

(2)

114

Hazus. 2003. “Multi-Hazard Loss Estimation Methodology Earthquake Model”.

Washinton D.C: Hazus.

HAZUS®MH MR4. 2003. “Technical Manual, Multi-hazard Loss Estimation Methodology, Earthquake Model” Washington, D.C.: Federal Emergency Management Agency.

https ://id.wikipedia.org/wiki/ Gempa_Bumi_Sumatera_Barat_September_2009.

https://rsa.ciptakarya.pu.go.id/2021/.

Hwang, H., Liu, J. B., and Chiu, Y. H. 2001. “Seismic Fragility Analysis of Highway Bridges”. Center of Earthquake Research and Information. The University of Memphis.

International Building Code (IBC). 2006. “Structural or Seismic Design Manual”.

International Code Council, Inc., and SEAOC’s.

Ismail, Febrin A. 2012. “Pengaruh Penggunaan Seismic Base Isolation System Terhadap Respons Struktur Gedung Hotel Ibis Padang”. Padang. Jurusan Teknik Sipil Universitas Andalas.

Kurniawan, R., Masrilayanti, & Tarigan, P., B. 2018. “Study of Dinamic Amplification Factor of Cable Stayed Bridge Due to Seismic Load in Transverse Direction”. Andalas University.

Nouri, G., Ghayamghamian, M. & Shirazian, S. 2011. “Developing of Fragility Curve for Two-Span Simply Supported Concrete Bridge in Nearfault Area”.

Word Academy of Science. Engineering and Technology International Journal of Civil and Environmental Engineering, 140-144.

Nurchasanah, Y., Ahmad, W., Ujianto, M. 2015. “Evaluasi Kinerja Seismik Gedung Terhadap Beban Dorong”. Prodi Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Surakarta. Surakarta.

Peta Sumber & Bahaya Gempa Indonesia Tahun 2017, ISBN :978-602-5489-01-3.

Porter, K. 2019. “A Begginer's Guide to Fragility Vulnerability, and Risk”.

University of Colorado Boulder and SPA Risk LLC. Denver CO. USA.

Pranata, Y., A. 2006. “Evaluasi Kinerja Gedung Beton Betulang Tahan Gempa dengan Pushover Analysis”. Jurnal Teknik Sipil, Vol 3, No.1. Universitas Kristen Maranatha. Bandung.

(3)

115

Qi Zhang and M. Shahria Alam. 2019. “Performance-based seismic design pf bridges : a global perspective and critical review of past, present and future directions”. British Columbia Institute of Technology. Columbia.

Rizcky, V., Wahyuni, E., Iranata, D. 2014. “Evaluasi Kinerja Gedung Beton Betulang Dengan Pushover Analysis Akibat Beban Gempa Padang”. Institut Teknologi Sepuluh Nopember. Surabaya.

Silitonga., D.R., Imran, I. 2019. “Penilaian Kerentanan Seismik pada Jembatan Box Girder Beton Prategang Menerus Bentang Majemuk Eksisting melalui Pengembangan Kurva Fragilitas Analitik”. Kementerian Pekerjaan Umum dan Perumahan Rakyat. Jakarta Selatan.

SNI 1726:2019. “Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung”.

SNI 1727:2020. “Beban Desain Minimum dan Kriteria terkait Bangunan”.

Sofyan, Y. A., Oday, A. S., Orass, N. 2022. “Effect of Plastic Hinge Properties in Pushover Analysis of Reinforced Concrete Plane Frames”. International Research Journal of Innovations in Engineering and Technology (IRJIET).

Tavio, & Wijaya, U. 2018. “Desain Rekayasa Gempa Berbasis Kinerja (Performance Based Design)”. Yogyakarta. Andi Yogyakarta.

The Japan Building Disaster Prevention Association. 2001. “English Version 1, Standard for Seismic Evaluation of Existing Reinforced Concrete Buildings”.

Yogi, A., M. 2018. “Studi Komparatif Fragility Curve Desain Bangunan Beton Bertulang Srpmk Dan Srpmm Wilayah Jakarta Dengan Peraturan Rsni 03- 1726-201x. 1-10”.

Zolfaghari, M., R., Mahboubi, Sh., Peyghaleh, E. 2020. “Estimation of Financial Added Value for Retrofitted Buildings use fragility curve”. KN Toosi University of Technology. Tehran. Iran.

Referensi

Dokumen terkait

Functional groups, morphology, and particle distribution Functional groups, morphology, and particle distribution were determined for native glucomannan, modified glucomannan with the