Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Site conditions and excavation; concreting and concrete control; 14-ft deep beams over main openings are of 150 ft clear span; secondary beams of precast T-section span 110 ft; static calculation; roof consists of Freyssinet type beams and I-beams prestressed on fully bonded long line process. (See also - discussion p 42-56, (further discussion) n 2 Aug p 327-30)
Site conditions and excavation; concreting and concrete control; 14-ft deep beams over main openings are of 150 ft clear span; secondary beams of precast T-section span 110 ft; static calculation; roof consists of Freyssinet type beams and I-beams prestressed on fully bonded long line process. (See also - discussion p 42-56, (further discussion) n 2 Aug p 327-30)
Design and construction of British European airways hangars at London airport, with particular reference to prestressed concrete
Instn Civ Engrs -- Proc
New, D.H. (Autor:in)
1953
28 pages
12 Supp Plates
Aufsatz (Zeitschrift)
Englisch
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Prestressed concrete hangars at London airport
Engineering Index Backfile | 1953
Prestressed concrete hangars at London airport
Engineering Index Backfile | 1953
Prestressed concrete hangars at London airport
Engineering Index Backfile | 1953
Hangars at London airport -- Design of large span prestressed concrete beams
| Engineering Index Backfile | 1952
Design and construction of prestressed concrete hangars at Helsinki airport, Finland
| Engineering Index Backfile | 1956