Seismic Considerations for Guastavino Ceiling, Vault, and Dome Construction Author(s): Doug Robertson Source: APT Bulletin: The Journal of Preservation Technology, Vol. 30, No. 4, Preserving Historic Guastavino Tile Ceilings, Domes, and Vaults (1999), pp. 51-58 Published by: Association for Preservation Technology International (APT) Stable URL: https://www.jstor.org/stable/1504710 Accessed: 29-08-2018 15:42 UTC JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact
[email protected]. Your use of the JSTOR archive indicates your acceptance of the Terms & Conditions of Use, available at https://about.jstor.org/terms Association for Preservation Technology International (APT) is collaborating with JSTOR to digitize, preserve and extend access to APT Bulletin: The Journal of Preservation Technology This content downloaded from 24.4.7.238 on Wed, 29 Aug 2018 15:42:09 UTC All use subject to https://about.jstor.org/terms Seismic Considerations for Guastavino Ceiling, Vault, and Dome Construction DOUG ROBERTSON The seismic and program improve- Guastavino construction is found pre- in past earthquakes has been seldom and ments to the Hearst Memorial dominantly in turn-of-the-century archi- poorly documented. tecture across the eastern United States, The findings presented in this article Mining Building on the University with fewer examples as you travel fur- are based on investigations and evalua- of California, Berkeley campus, ther from New York City, the home of tions related to the seismic behavior of will be the first project in which the Guastavino Company.