Seismic isolation technique, which has been successfully applied for traditional buildings for many years, is an appealing
option to render nuclear power plants a larger seismic margin from design earthquakes and standardize the seismic
design procedure for different locations with various seismic fortification intensities. Considering the seismic demand
from installed facilities and pipes within the plants, a three-dimensional base isolation technique is developed in this
study. A simplified single-degree-of-freedom model was first used to search for the suitable parameters for the base
isolation layer. It is found that the vertical frequency of the base-isolated plant shall be larger than 1.0 Hz to avoid the
dominated rocking mode. Time history analyses were then conducted to further explore the damping effect of the base
isolation layer on the structural response indices. It is observed that the damping within the reasonable range, commonly
less than 30%, is helpful to suppress structural displacement, velocity and acceleration. Accordingly, laminated rubber
bearings with thick rubber layers were designed by procedures for conventional rubber bearings. Thanks to the large
thickness of rubber layers, the vertical frequency was significantly reduced to the acceptable level. Experimental
examination reveals that the equation used to calculate the horizontal stiffness of thick rubber bearings is accurate, while
the one for the vertical stiffness needs modification.
Access to the requested content is limited to institutions that have purchased or subscribe to SPIE eBooks.
You are receiving this notice because your organization may not have SPIE eBooks access.*
*Shibboleth/Open Athens users─please
sign in
to access your institution's subscriptions.
To obtain this item, you may purchase the complete book in print or electronic format on
SPIE.org.
INSTITUTIONAL Select your institution to access the SPIE Digital Library.
PERSONAL Sign in with your SPIE account to access your personal subscriptions or to use specific features such as save to my library, sign up for alerts, save searches, etc.