Published 1986 | Version v1
Book

Earthquake ground motions for a NPP in eastern Canada

  • 1. Civil Engineering, Atomic Energy of Canada Ltd., CANDU Operations, Mississauga, Ontario

Description

A site specific seismic risk analysis was performed for the Point Lepreau-2 Nuclear Power Plant (NPP) located in Eastern Canada. The Design Basis Seismic Ground Motions (DBSGM) were determined using both deterministic and probabilistic approaches that utilized all available information on historical seismicity, geology and tectonics. Calculations to obtain ground accelerations and velocities were performed using three seismotectonic models; each representing a different zoning approach for Eastern Canada, and the results were developed for different risk levels. Based on the results of the analyses, a Design Basis Earthquake Ground Motion of 0.2 g acceleration and 14.2 cm/s velocity is proposed. The sensitivity of the results to variations in the different input parameters is investigated

Additional details

Publishing Information

Publisher
Earthquake Engineering Research Institute.
Imprint Place
El Cerrito, CA (USA)
ISBN
0-943198-07-0
Imprint Title
Proceedings of the third U.S. national conference on earthquake engineering. Volume 1
Journal Page Range
p. 427-438.

Conference

Title
3. U.S. national conference on earthquake engineering.
Dates
24-28 Aug 1986.
Place
Charleston, SC (USA).