Geoscience Reference
In-Depth Information
Fig.12.9. Meannormalizedaccelerationresponsespectra(5%damped)forthreebinsof
motions used in thedynamic FE analyses; ZPA
=
zero period acceleration
Fig. 12.10. Ratios of the maximum inertiawithliquefaction tothemaximum
inertiawithout liquefaction for the pile cap and superstructurefrom the dynamic
FE parametric analyses
loadsareexpectedtobesmallerwithliquefactionthanwithoutliquefaction.Thesefactors
are considered a reasonable starting point for design, although it is likely that they will
be revised as additional parametric studies and experimental data become available.
