TECHNICAL PAPERS
Mar 1, 1996

Seismic Isolation Retrofit of Large Historic Building

Publication: Journal of Structural Engineering
Volume 122, Issue 3

Abstract

Seismic isolation in the United States is gaining wide acceptance as an attractive and alternate means to upgrade historic structures seismically with minimal disturbance to architecturally significant features. One important historic-landmark structure that underwent such an upgrade is the Ninth Circuit U.S. Court of Appeals building located in San Francisco, which suffered damage during the 1989 Loma Prieta earthquake and was declared an unsafe building for further occupancy. The present paper summarizes the comprehensive approach adopted for implementation of the seismic-isolation technique for the seismic retrofit of this monumental structure. This historically significant structure is the first federal building to be retrofitted using seismic isolation. The paper discusses in detail the procedure adopted for evaluating the existing building strength, establishing the design approach, and evaluating and selecting the optimum isolator placement location and isolation system best suited for the building's structural performance and architectural usage.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 3March 1996
Pages: 298 - 308

History

Published online: Mar 1, 1996
Published in print: Mar 1996

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Authors

Affiliations

Anoop S. Mokha
Proj. Engr., Skidmore, Owings & Merrill, 333 Bush St., San Francisco, CA 94104.
Navinchandra Amin
Chief Struct. Engr., Assoc. Partner, Skidmore, Owings & Merrill, 333 Bush St., San Francisco, CA.
Michael C. Constantinou
Prof., Dept. of Civ. Engrg., State Univ. of New York, Buffalo, NY 14260.
Victor Zayas
Pres., Earthquake Protection Sys., Inc., 1045 Sansome St., Ste. 203, San Francisco, CA 94111.

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