Design and construction of the Houston ship channel bridge
dc.acquisition-src | Downloaded from-Engineering Village 2 | en_US |
dc.call-no | en_US | |
dc.contract-no | en_US | |
dc.contributor.author | Quinn SB | en_US |
dc.contributor.author | Kopetz MJ | en_US |
dc.contributor.other | en_US | |
dc.date.accessioned | 2010-02-15T17:16:19Z | |
dc.date.available | 2010-02-15T17:16:19Z | |
dc.date.issued | 1982 | en_US |
dc.degree | en_US | |
dc.description | 30-57 | en_US |
dc.description-other | en_US | |
dc.description.abstract | The paper describes the major design and construction highlights of the Houston Ship Channel Bridge, a prestressed concrete segmental structure having a length 457 m main span. The approach spans use Texas DOT standardized prestressed I-beams | en_US |
dc.description.uri | http://gbic.tamug.edu/request.htm | en_US |
dc.history | en_US | |
dc.identifier.uri | http://hdl.handle.net/1969.3/23334 | |
dc.latitude | en_US | |
dc.location | en_US | |
dc.longitude | en_US | |
dc.notes | Compilation and indexing terms, Copyright 2004 Elsevier Engineering Information, Inc | en_US |
dc.place | en_US | |
dc.publisher | en_US | |
dc.relation.ispartofseries | 50938.00 | en_US |
dc.relation.uri | en_US | |
dc.scale | en_US | |
dc.series | Journal of the Prestressed Concrete Institute | en_US |
dc.subject | BRIDGES - Construction | en_US |
dc.subject | BRIDGES,HIGHWAY | en_US |
dc.subject | CONCRETE CONSTRUCTION - Prestressing | en_US |
dc.subject | Construction | en_US |
dc.subject | Texas | en_US |
dc.title | Design and construction of the Houston ship channel bridge | en_US |
dc.type | CONF | en_US |
dc.university | en_US | |
dc.vol-issue | 27(3) | en_US |