Concrete Q & A: ACI 318—Design of Columns Not Designated as Part of Seismic-Force-Resisting System

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Title: Concrete Q & A: ACI 318—Design of Columns Not Designated as Part of Seismic-Force-Resisting System

Author(s):

Publication: Concrete International

Volume: 39

Issue: 3

Appears on pages(s): 80

Keywords:

Date: 3/1/2017

Abstract:
Q. We are designing a building in a high seismic risk zone. The structural system comprises posttensioned flat slabs supported by columns and structural walls.