jump to search box

Advancement of Hazard-Consistent Ground Motion Selection Methodology

Lin, T (Author)
Baker, J (Author)
Date created:
August 2013
Type of resource:
Technical report
Performance-based earthquake engineering (PBEE) quantifies the seismic hazard, predicts the structural response, and estimates the damage to building elements, in order to assess the resulting losses in terms of dollars, downtime, and deaths. This dissertation focuses on the ground motion selection that connects seismic hazard and structural response, the first two elements of PBEE, to ensure that the ground motion selection method to obtain structural response results is consistent with probabilistic seismic hazard analysis (PSHA). Structure- and site-specific ground motion selection typically requires information re-garding the system characteristics of the structure (often through a structural model) and the seismic hazard of the site (often through characterization of seismic sources, their oc-currence frequencies, and their proximity to the site). As the ground motion intensity level changes, the target distribution of important ground motion parameters (e.g., magnitude and distance) also changes. With the quantification of contributing ground motion parameters at a specific spectral acceleration (Sa) level, a target response spectrum can be computed using a single or multiple ground motion prediction models (GMPMs, previously known as attenuation relations). Ground motions are selected from a ground motion database, and their response spectra are scaled to match the target response spectrum. These ground mo-tions are then used as seismic inputs to structural models for nonlinear dynamic analysis, to obtain structural response under such seismic excitations. This procedure to estimate structural response results at a specific intensity level is termed an intensity-based assessment. When this procedure is repeated at different intensity levels to cover the frequent to rare levels of ground motion (expressed in terms of Sa), a risk-based assessment can be performed by integrating the structural response results at each intensity level with their corresponding seismic hazard occurrence (through the seismic hazard curve).
Preferred Citation:
Lin, T and Baker, J. (2013). Advancement of Hazard-Consistent Ground Motion Selection Methodology. Stanford Digital Repository. John A. Blume Earthquake Engineering Center Technical Report 183. Available at: http://purl.stanford.edu/sn020nq8469
John A. Blume Earthquake Engineering Center Technical Report Series
performance-based engineering
loss estimation
seismic hazard
probabilistic seismic hazard analysis
Use and reproduction:
User agrees that, where applicable, content will not be used to identify or to otherwise infringe the privacy or confidentiality rights of individuals. Content distributed via the Stanford Digital Repository may be subject to additional license and use restrictions applied by the depositor.

powered by Blacklight
© Stanford University. Stanford, California 94305. (650) 725-1064. Terms of Use | Copyright Complaints | Opt Out of Analytics
jump to top