From: Syed A Masroor <smasroor(--nospam--at)gem.net.pk>
Date: Mon, 15 May 2000 11:30:08 +0500
Any code that requires formwork design for seismic loads is ridiculous.
What is the probability of earth quake during the life of false
structure? I'd go by 0.01 probable level earth quake during the formwork
life. See what level excitation you get.
S A Masroor PhD