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   <dim:field mdschema="dc" element="contributor" qualifier="advisor" lang="en_US">Jerome J. Connor.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="author" lang="en_US">Cecire, Ashley Skye, 1980-</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="other" lang="en_US">Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="department">Massachusetts Institute of Technology. Department of Civil and Environmental Engineering</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="accessioned">2005-10-14T19:51:29Z</dim:field>
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   <dim:field mdschema="dc" element="date" qualifier="copyright" lang="en_US">2003</dim:field>
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   <dim:field mdschema="dc" element="description" lang="en_US">Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2003.</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Includes bibliographical references (p. 61-62).</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="abstract" lang="en_US">This thesis is a requirement for the Master of Engineering (M.Eng) program in Civil and Environmental Engineering at the Massachusetts Institute of Technology. An historic structure may need restoration because it is structurally deficient, does not meet current building codes, is in need of renovation, or is being subjected to different loads than those that were originally intended. It is typically less expensive to simply replace a structure than to restore it, so the decision to restore is usually based on the historical significance of that structure to the owner. Often, because of the age of the structure, the structural plans no longer exist, and even if they are available, there is no guarantee that the structure was actually constructed according to plan. In order to avoid further damaging the structure with destructive testing, engineers use nondestructive evaluation (NDE) to determine the location of key structural elements, locate defects or anomalies in a material, and to determine the quality of a material. Although NDE usually is best applied to homogeneous materials, such as steel, it can be successfully applied to heterogeneous materials, such as masonry and concrete. NDE techniques such as Impulse Response, Impulse-Echo, Infrared Thermography, and Ground Penetrating Radar have been particularly successful for concrete and masonry structures. These have been used on a variety of structures, including St. Peter's Basilica in the Vatican; Malpaga Castle in Bergamo, Italy; Tower of the Orologio in Venice, Italy; historic bridges throughout the United States; and the former Hong Kong and Shanghai Banking Corporation in Shanghai, China. It is important to note that NDE techniques must be carefully used in order to obtain an accurate understanding of a structure. A skilled technician should interpret all NDE results. Typically, more than one NDE test will be needed to obtain all of the necessary information to accurately evaluate a structure.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="statementofresponsibility" lang="en_US">by Ashley Skye Cecire.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="degree" lang="en_US">M.Eng.</dim:field>
   <dim:field mdschema="dc" element="format" qualifier="extent" lang="en_US">62 p.</dim:field>
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   <dim:field mdschema="dc" element="rights" lang="en_US">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.</dim:field>
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   <dim:field mdschema="dc" element="subject" lang="en_US">Civil and Environmental Engineering.</dim:field>
   <dim:field mdschema="dc" element="title" lang="en_US">Nondestructive evaluation of historic structures</dim:field>
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   	&lt;Title>Nondestructive evaluation of historic structures&lt;/Title>
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   	&lt;PublicationDate>2003&lt;/PublicationDate>
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   	&lt;Abstract>This thesis is a requirement for the Master of Engineering (M.Eng) program in Civil and Environmental Engineering at the Massachusetts Institute of Technology. An historic structure may need restoration because it is structurally deficient, does not meet current building codes, is in need of renovation, or is being subjected to different loads than those that were originally intended. It is typically less expensive to simply replace a structure than to restore it, so the decision to restore is usually based on the historical significance of that structure to the owner. Often, because of the age of the structure, the structural plans no longer exist, and even if they are available, there is no guarantee that the structure was actually constructed according to plan. In order to avoid further damaging the structure with destructive testing, engineers use nondestructive evaluation (NDE) to determine the location of key structural elements, locate defects or anomalies in a material, and to determine the quality of a material. Although NDE usually is best applied to homogeneous materials, such as steel, it can be successfully applied to heterogeneous materials, such as masonry and concrete. NDE techniques such as Impulse Response, Impulse-Echo, Infrared Thermography, and Ground Penetrating Radar have been particularly successful for concrete and masonry structures. These have been used on a variety of structures, including St. Peter&amp;apos;s Basilica in the Vatican; Malpaga Castle in Bergamo, Italy; Tower of the Orologio in Venice, Italy; historic bridges throughout the United States; and the former Hong Kong and Shanghai Banking Corporation in Shanghai, China. It is important to note that NDE techniques must be carefully used in order to obtain an accurate understanding of a structure. A skilled technician should interpret all NDE results. Typically, more than one NDE test will be needed to obtain all of the necessary information to accurately evaluate a structure.&lt;/Abstract>
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