Skinner, R. I. and Beck, J. L. and Bycroft, G. N. (1975) A Practical System for Isolating Structures from Earthquake Attack. Earthquake Engineering and Structural Dynamics, 13 (3). pp. 297-309. ISSN 0098-8847. http://resolver.caltech.edu/CaltechAUTHORS:20120830-161856057
Full text is not posted in this repository. Consult Related URLs below.
Use this Persistent URL to link to this item: http://resolver.caltech.edu/CaltechAUTHORS:20120830-161856057
The recent development of a range of hysteretic energy absorbers permits practical shock isolation systems to be incorporated in the bases of a wide range of structures. This isolation gives reduced earthquake loads which may be resisted by the normal lateral strength of the structure. Hence a plastic reserve of earthquake resistance is no longer essential. A wider choice of architectural and structural forms is available with such an isolation system. The structures may be designed to prevent structural and non-structural damage with a high degree of reliability. The special hysteretic dampers limit the lateral movement of the base of a structure to a few inches. With these small movements the lateral flexibility required for an isolating system can be conveniently provided, for many structures, by rubber bearings.
|Additional Information:||Copyright © 1975 John Wiley & Sons. Received 24 May 1974, Revised 14 September 1974. The authors wish to acknowledge the information which many structural designers have given them on current techniques for providing earthquake resistance. Thanks are particularly due to Dr. J. Wood, of the New Zealand Ministry of Works, for discussions on aspects of bridge design.|
|Usage Policy:||No commercial reproduction, distribution, display or performance rights in this work are provided.|
|Deposited By:||Carmen Nemer-Sirois|
|Deposited On:||10 Sep 2012 18:20|
|Last Modified:||23 Aug 2016 10:17|
Repository Staff Only: item control page