GENERATION OF A PAIR OF SURFACE TIME HISTORIES FOR JAKARTA USED FOR EARTHQUAKE RESISTANCE DESIGN OF INFRASTRUCTURES
DOI:
https://doi.org/10.11113/jt.v77.6385Keywords:
Time histories, hazard de-aggregation, ground surfaceAbstract
It is not the earthquake but the collapse of the building and infrastructure that will cause the damage and the loss of human lives. To mitigate these hazards, the building and infrastructure need to be designed such that will not collapse due to earthquake. This paper presents the procedure for generating time histories at ground surface for Jakarta area. Required data to generate these modified time histories were extracted from the Team for Revision of Seismic Hazard Maps of Indonesia 2010. The results are used as input motions in dynamic time history analysis for predicting earthquake design loads for infrastructures, such as bridges such that those structures can be designed to bear the impact of an earthquake and prevent collapseReferences
Irsyam, M., Sengara, I.W., Asrurifak, M., Ridwan, M., Aldiamar, F., Widiyantoro, S., Triyoso, W., Natawijaya, D.H., Kertapati, E., Meilano, I. and Suhardjono (Team for Revision of Seismic Hazard Maps of Indonesia 2010). 2010. Summary: Development of Seismic Hazard Maps of Indonesia for Revision of Seismic Hazard Map in SNI 03-1726-2002. Reseach report submited to the Ministry of Public Works by Team for Revision of Seismic Hazard Maps of Indonesia. July.
Cornel, C.A. 1968. Engineering Seismic Risk Analysis. Bulletin of the Seismological Society of America. 58(5): 1583-1606.
Kramer, S. L. 1996. Geotechnical Earthquake Engineering. Prentice-Hall, New Jersey.
McGuire, R.K. 1976. EQRISK (Evaluation of Site for Earthquake Risk) User’s Manual. United State Department of Interior Geological Survey.
Risk Engineering. 2005. EZ-FRISK, Software for Earthquake Ground Motion: User’s Manual. Risk Engineering Inc.
ASCE/SEI-7-10. 2010. America Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures. Structural Engineering Institute ASCE, Virginia, USA.
Baker, J.W. 2011. Conditional Mean Spectrum: Tool For Ground Motion Selection. Journal of Structural Engineering. 137(3): 322-331.
Al Attic, L and Abrahamson, N. 2010. An Improved Method for No stationary Spectral Matching. Earthquake Spectra. 26(3): 601-617.
Bardet, J.P and Tobita, T. 2001. NERA - A Computer Program for Nonlinear Earthquake site Response Analyses of Layered Soil Deposits. Department of Civil Engineering University of Southern California.
Ohta, Y and Goto, N. 1978. Empirical Shear Wave Velocity Equation in Terms of Characteristic Soil Indexes. Earthquake Engineering Structural Dynamics. 6(2): 167-187.
Imai, T and Tonouchi, K. 1982. Correlation of N-value with S-wave Velocity and Shear Modulus. Proceeding of The 2nd European Symposium on Penetration Testing, Amsterdam. 57-72
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