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Session 1A Ground Motions and Intensity Measures

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Title: Session 1A Ground Motions and Intensity Measures


1
Session 1A Ground Motions and Intensity Measures
  • Paul Somerville
  • Andrew Whittaker
  • Greg Deierlein

2
Spectral Values and beyond ..
  • NGA effort (response spectral prediction)
  • things beyond spectra ground motions
  • next phase of PEER LL-NGA ?? (not yet fully
    scoped out)
  • Scaling of Records (do we agree on the approaches
    being used)
  • Procedures in building codes have little
    scientific basis
  • Spectral matching (not appropriate for nonlinear
    evaluation?)
  • DOE (deagg. to separate spectra)
  • PEER spectral scaling at T1 (or average of
    several spectral values, or vector intensity
    measures, e.g., Cornell-Somerville project)

3
Record Scaling (cont.d)
  • Dependency of structural characteristics
    (strength, period, ductility demand) on the
    scaling question
  • Scaling violates the earthquake physics. How
    does the earth science physics (fault rupture, )
    dictate the frequency content/magnitude of
    records as reflected in hazard curve (and
    epsilons from the median). Bias induced by
    scaling to spectral values (resulting in
    overscaling? use of epsilon to condition
    scaling)
  • Frequency scaling?
  • A nice interactive problem!

4
Other topics
  • Transferability west coast hazard thinking to
    eastern earthquakes (smaller events, less
    frequent large events, different source
    characteristics, site conditions, etc.)
    north-west (subduction zone) versus
    south-west hazard
  • PEER NGA project may shed some light on site
    effects.
  • Intensity Measures (ground motion and structure
    dependent)
  • Basin and edge effects (extreme effects,
    reflected in attenuation models and hazard maps,
    interaction with SSI issues)
  • Extrapolation of motions to large magnitude
    events (Are we doing this correctly? Too
    conservative? Can SCEC develop suites of ground
    motions for use in research and design practice?).

5
Synthetic Motions
  • Does SCEC or PEER-LL(NGA) have plans to make the
    various synthetic ground motions available (1D,
    3D)? How might the SCEC ITR group contribute.
    How does this relate the PEER-LL/CDMG project on
    ground motion selection.
  • Validation and verification on synthetic and
    hybrid records. How is this being covered in the
    PEER-LL and SCEC research. Upon what basis does
    one validate the methods/records? Focus of SCEC
    in next two years?

6
NEES, Verticals, Design Practice
  • NEES Data repository issues (links between
    experimental databases and ground motion
    libraries). SCEC proposal to generate times
    histories for NEES research. Links with grand
    challenge proposals.
  • Vertical components of ground motions can be very
    important for long-span bridges and NS components
    in buildings.
  • Guidance for design communities on ground motion
    issues (scaling, basin, SSI, ). FEMA is
    receptive to partnering with SCEC and other
    organizations. See FEMA 349 (445) PBD action
    plan.

7
Geographically Dist. Systems
  • Geographically distributed scenarios versus
    specific site scenarios (correlations of motions
    at different sites).
  • Spatial variation of motions for long structures
    (SCEC is working on it, but is there active
    collaboration with engineers).

8
IT issues
  • Storage of data from strong motion sites, motions
    and site/bore hole data (Geotechnical Virtual
    Data Center)
  • SCEC simulation capabilities should be made more
    public (design community, emergency response, ).
  • IT can simplify the IM question by allowing one
    to access structure-specific hazard models (e.g.,
    on-line nonlinear spectral values).
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