A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design and construction of concrete tank 165 ft diam by 33 ft 9 in. deep in which telescopic lifts of gasholder operate; required storage capacity for gasholder was 2 million cu ft; upper 22 ft of circular wall was post stressed on Magnel Blaton system; lower portion was designed for monolithic construction of wall and base slab. (see also Gas J v 289 n 4885 Feb 27 1957 p 453-4, 458-60)
Design and construction of concrete tank 165 ft diam by 33 ft 9 in. deep in which telescopic lifts of gasholder operate; required storage capacity for gasholder was 2 million cu ft; upper 22 ft of circular wall was post stressed on Magnel Blaton system; lower portion was designed for monolithic construction of wall and base slab. (see also Gas J v 289 n 4885 Feb 27 1957 p 453-4, 458-60)
Post stressed concrete gasholder tank at York
Structural Engr
Albone, T. (author)
Structural Engineer ; 35
1957
4 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1953
| Engineering Index Backfile | 1943
Construction of prestressed concrete gasholder tank at deal
| Engineering Index Backfile | 1962
Solving construction problems of bromley gasholder tank
| Engineering Index Backfile | 1966
| Engineering Index Backfile | 1953