Title:
Should the Seismic Design Provisions of the of the ACI Building Code be Added to the Nuclear Safety Structures Code?
Author(s):
Rahmat O. Rabizadeh
Publication:
Concrete International
Volume:
8
Issue:
12
Appears on pages(s):
43-44
Keywords:
DOI:
Date:
12/1/1986
Abstract:
The design of conventional reinforced concrete structures in the U. S. is based on the ACI Building Code (318-83). The Building Code has special provisions in Appendix A for seismic design. The design of safety related (Category I) structures at nuclear facilites, except for the reactor building, is based on the ACI Nuclear Safety Related Structures Code (349-80). This code does not have any special provisions for seismic design comparable to Appendix A of the Building Code. This article discusses the reason for the different approaches toward the seismic design of these two classes of structures.