MIT Libraries logoDSpace@MIT

MIT
View Item 
  • DSpace@MIT Home
  • MIT Libraries
  • MIT Theses
  • Graduate Theses
  • View Item
  • DSpace@MIT Home
  • MIT Libraries
  • MIT Theses
  • Graduate Theses
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Applying "Design for Disassembly" to connection design in steel structures

Author(s)
Silverstein, Scott A. (Scott Aaron)
Thumbnail
DownloadFull printable version (12.49Mb)
Other Contributors
Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering.
Advisor
Jerome J. Connor.
Terms of use
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
Metadata
Show full item record
Abstract
Design for Disassembly (DfD), also known as Design for Deconstruction, is an emerging initiative of sustainable construction that favors disassembly over demolition, considering a building's full life cycle during the design phase to maximize the materials that can eventually be salvaged for reuse and thereby closing the materials loop. The author focuses on steel-frame buildings, which are among the best candidates for reuse because of the versatility and durability of individual steel members. An outline of the major principles of DfD singles out successful connection design as one of the most important factors in making a building, particularly a steel- frame building, easy to disassemble. Connection design under traditional construction methods may be optimized for disassembly through tactics such as careful allocation of bolts and welds, proper orientation of moment connections when required, and avoidance of connection details that demand coping of members. Structural engineers should also advance DfD by exploring innovations in connection design, such as standardized systems of components and clamped friction connections.
Description
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009.
 
Includes bibliographical references (leaves 29-30).
 
Date issued
2009
URI
http://hdl.handle.net/1721.1/53071
Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Publisher
Massachusetts Institute of Technology
Keywords
Civil and Environmental Engineering.

Collections
  • Graduate Theses

Browse

All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

My Account

Login

Statistics

OA StatisticsStatistics by CountryStatistics by Department
MIT Libraries
PrivacyPermissionsAccessibilityContact us
MIT
Content created by the MIT Libraries, CC BY-NC unless otherwise noted. Notify us about copyright concerns.