R. Bambang Boediono
Faculty of Civil Engineering and Enviromental, Institut Teknologi Bandung

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Proposed Site-Specific Response Spectra for Surabaya-Madura Bridge Irsyam, Masyhur; Dangkua, Donny T.; Hendriyawan, Hendriyawan; Boediono, R. Bambang; Kusumastuti, Dyah; Kertapati, Engkon K.
Civil Engineering Dimension Vol 10, No 2 (2008): SEPTEMBER 2008
Publisher : Institute of Research and Community Outreach - Petra Christian University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1049.228 KB) | DOI: 10.9744/ced.10.2.pp. 70-81

Abstract

This paper presents a site-specific seismic hazard study to determine the recommended seismic design criteria for Suramadu Bridge. The study is performed using probabilistic seismic hazard approach to determine maximum acceleration and response spectra at bedrock and followed by local site effect analysis to determine maximum acceleration and response spectra at ground surface. The probabilistic seismic hazard analysis (PSHA) is carried out using 3-dimension (3-D) seismic source models (fault source model). Two hazard levels are analysed to represent 150 and 3,300 years return period of ground motion around site location. The local site effect analysis is performed using 1-dimension (1-D) shear wave propagation theory to obtain peak ground acceleration and response spectra at ground surface. Finally, the site-specific surface response spectra with 5 percent damping are developed based on the mean plus one standard deviation concept from the result of local site effect analysis.