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All Journal Jurnal Teknik ITS IPTEK The Journal of Engineering IPTEK Journal of Proceedings Series Journal of Civil Engineering Jurnal Teknik Sipil
Endah Wahyuni
Civil Engineering ITS
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Mechanical Engineering

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Vulnerability Assessment of Reinforced Concrete Building Subjected to Seismic Loads Using Pushover Analysis Endah Wahyuni; Data Iranata; Heppy Kristijanto
IPTEK Journal of Proceedings Series Vol 1, No 1 (2014): International Seminar on Applied Technology, Science, and Arts (APTECS) 2013
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j23546026.y2014i1.377

Abstract

Buildings should be designed to withstand an earthquake based on earthquake planning standard. However, the references used in the regulation could not show building performance to the actual earthquake directly. Therefore, it required an assessment of the existing buildings, in order to evaluate their vulnerability (structural performance level).This study discussed the vulnerability assessment of reinforced concrete buildings from the analysis of the relationship between base shear and displacement, and any failure that occurred.The first step of the evaluation was analyzed the seismic loads with Static Nonlinear (Pushover) Analysis using SAP2000 software. The pushover analysis results showed the level of damage to assessthe building damages. This research was based on SNI 03-1726-2002, Federal Emergency Management Agency (FEMA) 273/356, FEMA 440, and the Applied Technology Council (ATC)-40. Displacement values obtained from Pushover Analysis compared with the field studies. From the pushover analysis, the results obtained the capacity curve showing the relationships between the base shearsand the displacements, reviewed at each elastic conditions, ultimate, plastic and collapse. The numerical results turned out to be closed to the performance level of the structure in the field. Thus the analysis can be used as a reference on an assessment level of performance and behavior of the existing structure as well as the vulnerability of the structure.
Co-Authors . Faimun Adnan Fadhlullah Muharam Agustina Dwi Atmaji Ahmad Zaky Amalia, Aniendhita Rizki Ananta Sigit Sidharta Aziiz Dwi Wicaksono Bambang Piscesa Bintang Mahardhika Daryl Julian Muhammad Akbar Dita Kamarul Fitriyah Djoko Irawan Dody Burhanuddin Emilia Nur Apriani Sutisna Heppy Kristijanto Ilham Pratama Budiono Iranata, Data Irmawan, Mudji Isdarmanu Judowijono Isdarmanu Judowijono Jody Inggil Pambudi Kusuma Indra Klana Lailatul Fitriyah Lina Febrianty Lisa Ika Arumsari Maheswari Dinda Radito Mohamad Ibrahim Zaed Ammar Muhammad Satrya Ageta Muhammad Zulfikar Fauzi Nadia Jasmine Setianty Simanjuntak Prasetyo Nur Hakikie Priyo Suprobo Raden Dary Wira Mahadika Rio Prasmoro Shelvy Surya Suswanto, Budi Sylvya Anggraini Trie Sony Kusumowibowo Wiki Andrian Wisnu Priambodo Yhona Yuliana