2026-09-19T08:49:55Zhttps://dspace.mit.edu/server/oai/requestoai:dspace.mit.edu:1721.1/744142022-01-13T07:54:23Zcom_1721.1_7582com_1721.1_7581col_1721.1_131023
Jerome J. Connor.
Tsertikidou, Despoina
Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering.
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
2012-10-26T18:07:10Z
2012-10-26T18:07:10Z
2012
2012
http://hdl.handle.net/1721.1/74414
812897987
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2012.
Cataloged from PDF version of thesis.
Includes bibliographical references (p. 57-58).
Current trends in seismic design require a new approach, oriented in satisfying motion related design requirements and limiting both structural and non-structural damage. Seismic isolation and damping devices are currently used in buildings as two innovative performance-based design approaches. This thesis explores the effectiveness and the differences of the two methods in mitigating the motion of buildings when subjected to earthquake excitation. The concept, advantages, constraints and limitations of the implementation of these two methods are discussed. Major types of isolators and damping devices are presented. A comparative analysis of the seismic response of a fixed base structure, a base isolated and a structure with damping devices is performed with the use of SAP2000.
by Despoina Tsertikidou.
M.Eng.
80 p.
eng
Massachusetts Institute of Technology
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
Civil and Environmental Engineering.
Evaluation of strategies for seismic design
Thesis
application/pdf
false
Publication
unknown
unknown
<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="68ecfbd3-d2f2-4300-9147-d46dc4bc6c42">
<Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type>
<Language>eng</Language>
<Title>Evaluation of strategies for seismic design</Title>
<PublishedIn>
<Publication>
</Publication>
</PublishedIn>
<PublicationDate>2012</PublicationDate>
<Authors>
<Author>
<DisplayName>Tsertikidou, Despoina</DisplayName>
<Affiliation>
<OrgUnit>
</OrgUnit>
</Affiliation>
</Author>
</Authors>
<Editors>
</Editors>
<Publishers>
<Publisher>
<DisplayName>Massachusetts Institute of Technology</DisplayName>
<OrgUnit />
</Publisher>
</Publishers>
<License>http://dspace.mit.edu/handle/1721.1/7582</License>
<Keyword>Civil and Environmental Engineering.</Keyword>
<Abstract>Current trends in seismic design require a new approach, oriented in satisfying motion related design requirements and limiting both structural and non-structural damage. Seismic isolation and damping devices are currently used in buildings as two innovative performance-based design approaches. This thesis explores the effectiveness and the differences of the two methods in mitigating the motion of buildings when subjected to earthquake excitation. The concept, advantages, constraints and limitations of the implementation of these two methods are discussed. Major types of isolators and damping devices are presented. A comparative analysis of the seismic response of a fixed base structure, a base isolated and a structure with damping devices is performed with the use of SAP2000.</Abstract>
<Access xmlns="http://purl.org/coar/access_right"
>
</Access>
</Publication>