The development of an alternate building system based on the use of an existing standardized component : precast, prestressed, hollow-core concrete slab
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Architecture, 1984.
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| Format: | Thesis |
| Language: | eng |
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Massachusetts Institute of Technology
2005
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| Online Access: | http://hdl.handle.net/1721.1/15328 |
| _version_ | 1811077799791820800 |
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| author | Simovic, Laszlo |
| author2 | Waclaw Zalewski. |
| author_facet | Waclaw Zalewski. Simovic, Laszlo |
| author_sort | Simovic, Laszlo |
| collection | MIT |
| description | Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Architecture, 1984. |
| first_indexed | 2024-09-23T10:48:34Z |
| format | Thesis |
| id | mit-1721.1/15328 |
| institution | Massachusetts Institute of Technology |
| language | eng |
| last_indexed | 2024-09-23T10:48:34Z |
| publishDate | 2005 |
| publisher | Massachusetts Institute of Technology |
| record_format | dspace |
| spelling | mit-1721.1/153282019-04-11T12:29:48Z 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 Simovic, Laszlo Waclaw Zalewski. Massachusetts Institute of Technology. Dept. of Architecture. Massachusetts Institute of Technology. Dept. of Architecture. Architecture. 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. 2005-08-05T19:28:03Z 2005-08-05T19:28:03Z 1984 1984 Thesis http://hdl.handle.net/1721.1/15328 12003511 eng 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 vi, 153 [i.e. 154] leaves 8398314 bytes 8398073 bytes application/pdf application/pdf application/pdf Massachusetts Institute of Technology |
| spellingShingle | Architecture. Simovic, Laszlo The development of an alternate building system based on the use of an existing standardized component : precast, prestressed, hollow-core concrete slab |
| title | The development of an alternate building system based on the use of an existing standardized component : precast, prestressed, hollow-core concrete slab |
| title_full | The development of an alternate building system based on the use of an existing standardized component : precast, prestressed, hollow-core concrete slab |
| title_fullStr | The development of an alternate building system based on the use of an existing standardized component : precast, prestressed, hollow-core concrete slab |
| title_full_unstemmed | The development of an alternate building system based on the use of an existing standardized component : precast, prestressed, hollow-core concrete slab |
| title_short | The development of an alternate building system based on the use of an existing standardized component : precast, prestressed, hollow-core concrete slab |
| title_sort | development of an alternate building system based on the use of an existing standardized component precast prestressed hollow core concrete slab |
| topic | Architecture. |
| url | http://hdl.handle.net/1721.1/15328 |
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