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dc.contributor.advisorJerome J. Connor.en_US
dc.contributor.authorFlager, Forest Lee, 1978-en_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Civil and Environmental Engineering.en_US
dc.date.accessioned2006-03-24T16:01:33Z
dc.date.available2006-03-24T16:01:33Z
dc.date.copyright2003en_US
dc.date.issued2003en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/29552
dc.descriptionThesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2003.en_US
dc.descriptionIncludes bibliographical references (leaf 44).en_US
dc.description.abstractCurrent structural design practice is primarily concerned with optimizing the construction cost and schedule of a building project, while ensuring that the structure meets basic safety and serviceability requirements. The maintenance costs, alteration/replacement costs, and end-of-life costs associated with the support of the structure after the initial construction process is given far less consideration. Initial research indicates that, for a typical building, the majority of the cost over the system life cycle is incurred after the original structure has been completed. The ultimate value and longevity of a building is, therefore, largely dependant on the ability of the structure to be economically maintained and easily modified during its service life. The objective of this paper is to outline a design process that considers how buildings interact with time. The process involves two fundamental steps: (1) the modularization of the structure to accommodate how different parts of the building change over time and (2) the design of modular components in consideration of their expected service life. Life cycle cost methods are applied to evaluate the performance of design alternatives-thus making it easier to explicitly consider the cost associated with how a structure will be supported and may be adapted over time, in addition to the customary tasks of calculating construction costs and schedules. Despite the apparent benefits to this approach, there are a number of obstacles preventing the adoption of life cycle design principles into professional practice. Specific obstacles to implementation are discussed with respect to the construction industries in both the United States and Japan. The paper concludes with the description of further case study research to be conducted in the Japan during the summer of 2003, the findings of which will be published as an addendum to this document.en_US
dc.description.statementofresponsibilityby Forest Lee Flager.en_US
dc.format.extent44 leavesen_US
dc.format.extent2650594 bytes
dc.format.extent2650402 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypeapplication/pdf
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsM.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.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582
dc.subjectCivil and Environmental Engineering.en_US
dc.titleThe design of building structures for improved life-cycle performanceen_US
dc.typeThesisen_US
dc.description.degreeM.Eng.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc52723360en_US


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