Spectral Accelerations in Wellington/Hutt as a percentage of SLS/ULS

November 25, 2016 by  
Filed under Ground motions and Seismology

The document in the link below provides a summary of the spectral accelerations at 0.3, 1, 1.5 and 2 seconds as a percentage of SLS and ULS design spectral accelerations for a typical building in the region.  Only Site subsoil class C and D are shown here (C outlined in cyan, D outlined in blue).  Sp = 1 used in these values.

Link here: saplots_with_respect_uls_sls_kaiserwotherspoon

Comments

One Response to “Spectral Accelerations in Wellington/Hutt as a percentage of SLS/ULS”

  1. Dr Philip Wilkinson on November 28th, 2016 9:19 pm

    The plot format communicates the PGA information poorly. Please repost plots with % numbers displayed instead of coloured dots.
    Thank you.

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