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Seismic Base Shear
Subject: Seismic Base Shear
From: "Sunho Shim" <sunho.shim(--nospam--at)som.com> Date: Tue, 01 May 2001 10:57:56 -0500
I am comparing seismic base shear for several codes.
UBC and ASCE seem to use Effective Peak Acceleration and Effective
However NEHRP 97 AND IBC200 are using Spectral Acceleration at short period
and 1 second.
How can I convert EPA,EPV to Ss, S1?
Thank you for your answer.
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