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dc.contributor.advisorWaclaw P. Zalewski.en_US
dc.contributor.authorBeroukhim, Farnaz Aen_US
dc.contributor.otherMassachusetts Institute of Technology. Dept. of Architecture.en_US
dc.date.accessioned2012-07-02T15:20:52Z
dc.date.available2012-07-02T15:20:52Z
dc.date.copyright1985en_US
dc.date.issued1985en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/71362
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Architecture, 1985.en_US
dc.descriptionMICROFICHE COPY AVAILABLE IN ARCHIVES AND ROTCH.en_US
dc.descriptionIncludes bibliographical references (leaves 71-72).en_US
dc.description.abstractStandard prestressed hollow-core slabs have many advantages as construction members while being relatively very low in cost. The principal advantages include the ease of mass production, a small cross-sectional area, light weight, and flat surfaces. In addition, the slabs have the advantage s of concrete, precasting and prestressing. The only specifications which make hollow-core components unsuitable for wall members are their lack of weight and mass, their inability to be used as long members because of the limited distance between the floor-to-floor height, and, in some cases, insufficient insulating qualities. This thesis recommends a practical and economical system for the structural use of hollow-core components which have been modified with two other additional structural members - a continuous precast "L" beam and a precast support panel. This system will allow a high degree of standardization and an additional saving in the total cost of the equipment and formworks. Most of all, the wall members have the advantages of precast prestressed hollow-core slabs and their low cost. The new system's applications are mainly directed towards housing, administrative and public buildings. A design example is also introduced and analyzed in terms of possible variations in area of the individual units and the total cost of the building . The latter case shows that the total cost of structure per square-foot for the recommended system is considerably lower than the other construction types.en_US
dc.description.statementofresponsibilityby Farnaz A. Beroukhim.en_US
dc.format.extentviii, 72 leavesen_US
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/1721.1/7582en_US
dc.subjectArchitecture.en_US
dc.titleNew applications of hollow-core components in housing, administrative and public housingen_US
dc.title.alternativeHollow-core components in housing, administrative and public buildings, New applications ofen_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Architecture
dc.identifier.oclc13150066en_US


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