2026-09-20T05:17:46Zhttps://dspace.mit.edu/server/oai/requestoai:dspace.mit.edu:1721.1/153282022-01-13T07:54:12Zcom_1721.1_7582com_1721.1_7581col_1721.1_131023
Waclaw Zalewski.
Simovic, Laszlo
Massachusetts Institute of Technology. Dept. of Architecture.
Massachusetts Institute of Technology. Department of Architecture
2005-08-05T19:28:03Z
2005-08-05T19:28:03Z
1984
1984
http://hdl.handle.net/1721.1/15328
12003511
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Architecture, 1984.
MICROFICHE COPY AVAILABLE IN ARCHIVES AND ROTCH.
Bibliography: leaves 152-153.
The primary scope of this thesis is a conceptual design implementation for a new building systems approach. This system is based on a standardized, economically feasible and widely used prefabricated structural component. The type in question is a precast, prestressed, hollow-core concrete slab, extending its use from its current application in floor and roof decks to load - bearing wall panels. The system incorporates three additional structural members in order to perform autonomously: continuous prefabricated reinforced concrete beams, high - strength steel bolts and prefabricated reinforced concrete support panels. Its application, though primarily directed towards the housing industry, can be utilized in the commercial and industrial areas as well.
by Laszlo Simovic.
M.S.
vi, 153 [i.e. 154] leaves
8398314 bytes
8398073 bytes
application/pdf
application/pdf
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
Architecture.
The development of an alternate building system based on the use of an existing standardized component : precast, prestressed, hollow-core concrete slab
Development of building systems based on existing standardized components
Thesis
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