Seed Selection and Development of Bedrock Ground Motions for Stable Continental Conditions in Queens, New York City
Publication: Geo-Congress 2022
ABSTRACT
This paper presents a study in which five pairs of bedrock ground motion time histories were developed by spectrally matching to a code-compliant target response spectrum determined for a site in Queens, New York City (NYC), within the Stable Continental Region (SCR) of Central and Eastern United States (CEUS). The ground motion time histories were used as input to site response analyses (SRA) performed for the site as part of a companion study. This study was conducted considering the current version of NYC Building Code with a target spectrum defined as the risk-targeted maximum considered earthquake (MCER) spectrum per ASCE 7-10 and incorporates suitable approaches for SCRs. The MCER spectrum was derived based on a uniform hazard spectrum (UHS) with 2% probability of exceedance in 50 years. This paper addresses the key challenges and suitable approaches for selection and modification of records for bedrock ground motion development in the region.
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REFERENCES
Aggarwal, Y. P., and Sykes, L. R. (1981). “Earthquake Hazard Studies in Northeastern United States.”.
Al-Atik, L., and Abrahamson, N. (2010). “An Improved Method for Nonstationary Spectral Matching.” Earthquake Spectra, Vol. 26 (3), pp. 601–617.
ASCE. (2010). Minimim Design Loads for Buildings and Other Structures, Standard ASCE/SEI 7-10. ASCE, Reston, VA.
Buxton, H. T., Smolensky, D. A., and Shernoff, P. K. (1999). Feasibility of Using Ground Water as a Supplemental Supply for Brooklyn and Queens. New York. Vol. 98. No. 4070, US Dept. of the Interior, US Geological Survey.
Goulet, C. A., Kishida, T., Ancheta, T. D., Cramer, C. H., Darragh, R. B., Silva, W. J., Hashash Y. M., Harmon, J., and Stewart, J. P. (2014). Wooddell K.E. and Youngs, R. R. (2014). PEER NGA-East Database.
Husid, L. R. (1969). “Características de terremotos. Análisis General.” Revista del IDIEM 8, Santiago de Chile, 21–42.
Lee, J., and Green, R. A. (2014). “An Empirical Significant Duration Relationship for Stable Continental Regions.” Bulletin of earthquake engineering. 12.1: 217–235.
McGuire, R. K., Silva, W. J., and Costantino, C. J. (2001). Technical Basis for Revision of Regulatory Guidance on Design Ground Motions: Hazard- and Risk-consistent Ground Motion Spectra Guidelines, NUREG/CR-6728.
Nikolaou, S. (2004). “Local Geology of New York City and Its Effect on Seismic Ground Motions.” International Conference on Case Histories in Geotechnical Engineering (2).
NYC Buildings. (2014). New York City Building Code 2014.
Petersen, M. D., Moschetti, M. P., Powers, P. M., Mueller, C. S., Haller, K. M., Frankel, A. D., Zeng, Y., Rezaeian, S., Harmsen, S. C., Boyd, O. S., Field, N., Chen, R., Rukstales, K. S., Luco, N., Wheeler, R. L., Williams, R. A., and Olsen, A. H. (2014). “Documentation for the 2014 Update of the United States National Seismic Hazard Maps.” U.S. Geological Survey Open-File Report 2014–1091, 243 p.
Shahi, S. K., and Baker, J. W. (2013). NGA-West 2 Models for Ground-Motion Directionality., Pacific Earthquake Engineering Research Center.
USGS. (2014). “A Java Library Developed by USGS Earthquake Hazards Program (EHP) in Support of the National Seismic Hazard Model Project (NSHMP).” https://earthquake.usgs.gov/.
USGS. (2018). “Unified Hazard Tool”, https://earthquake.usgs.gov/hazards/interactive/.
WBDG (World Building Design Guide). (2021). “BSSC Tool For 2020 NEHRP Provisions Seismic Design Map Values.” https://www.wbdg.org/additional-resources/tools/bssc-2020-nehrp, Accessed May 17.
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Published online: Mar 17, 2022
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