The dynamic behavior of the Basilica of San Francesco of Assisi

Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2013.

Bibliographic Details
Main Author: Piermarini, Emidio (Emidio Antonio)
Other Authors: John Ochsendorf.
Format: Thesis
Language:eng
Published: Massachusetts Institute of Technology 2013
Subjects:
Online Access:http://hdl.handle.net/1721.1/82717
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author Piermarini, Emidio (Emidio Antonio)
author2 John Ochsendorf.
author_facet John Ochsendorf.
Piermarini, Emidio (Emidio Antonio)
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description Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2013.
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spelling mit-1721.1/827172019-04-11T11:17:01Z The dynamic behavior of the Basilica of San Francesco of Assisi Piermarini, Emidio (Emidio Antonio) John Ochsendorf. Massachusetts Institute of Technology. Department of Civil and Environmental Engineering. Massachusetts Institute of Technology. Department of Civil and Environmental Engineering. Civil and Environmental Engineering. Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2013. This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections. Cataloged from student-submitted PDF version of thesis. Includes bibliographical references (p. 61-62). During the 1997 Umbria-Marche earthquake, two of the vaults of the Basilica of San Francesco in Assisi collapsed as a result of an 8.5 Mercalli-scale magnitude earthquake. The structure had endured stronger earthquakes for centuries before this earthquake, and there were likely many reasons for the collapse, such as damages accumulated from previous earthquakes. However, one of the factors that may have lead to the collapse is the modifications made to the structure over its lifetime, which could have made the basilica more susceptible to the 1997 earthquake. The basilica's roof has been subjected to three major alterations in its 760 year life. Each alteration changed the weight and stiffness properties of the roof and global dynamic behavior of the basilica. In this thesis, simple analytical models are employed to show trends in the structure's seismic response given the changes in stiffness and mass of the roof over the centuries. The findings of the analytical model suggest that the roof interventions have had the eect of decreasing the structure's fundamental period, and therefore, attracting more seismic forces to existing structural elements. The findings of this study are meant to educate preservation engineers for similar interventions in the future as well as address present day public safety issues regarding retrofitted historic structures. Keywords Basilica of San Francesco of Assisi, Historic Masonry Structures, Monumental Structures, Seismic Vulnerability, Seismic Retrofitting by Emidio Piermarini. M.Eng. 2013-12-06T19:51:38Z 2013-12-06T19:51:38Z 2013 2013 Thesis http://hdl.handle.net/1721.1/82717 862820432 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 68 p. application/pdf Massachusetts Institute of Technology
spellingShingle Civil and Environmental Engineering.
Piermarini, Emidio (Emidio Antonio)
The dynamic behavior of the Basilica of San Francesco of Assisi
title The dynamic behavior of the Basilica of San Francesco of Assisi
title_full The dynamic behavior of the Basilica of San Francesco of Assisi
title_fullStr The dynamic behavior of the Basilica of San Francesco of Assisi
title_full_unstemmed The dynamic behavior of the Basilica of San Francesco of Assisi
title_short The dynamic behavior of the Basilica of San Francesco of Assisi
title_sort dynamic behavior of the basilica of san francesco of assisi
topic Civil and Environmental Engineering.
url http://hdl.handle.net/1721.1/82717
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