A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Problems in post-tensioning Vierendeel wall girders
Experiences with construction of Earth Sciences Building at MIT; considerations which lead to use of individual Vierendeel trusses at each floor level; author proposed to pour each truss on ground horizontally and then, by cradle arrangement, lift it up so that it could be set into its proper position, but this solution could not be realized as contractor was not prepared to do it.
Problems in post-tensioning Vierendeel wall girders
Experiences with construction of Earth Sciences Building at MIT; considerations which lead to use of individual Vierendeel trusses at each floor level; author proposed to pour each truss on ground horizontally and then, by cradle arrangement, lift it up so that it could be set into its proper position, but this solution could not be realized as contractor was not prepared to do it.
Problems in post-tensioning Vierendeel wall girders
Prestressed Concrete Inst -- J
Severud, F.N. (author)
1961
12 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Calculation of Vierendeel girders
| Engineering Index Backfile | 1960
Calculation of continuous Vierendeel girders
| Engineering Index Backfile | 1962
Plastic analysis and design of mild steel Vierendeel girders
| Engineering Index Backfile | 1955
Influence of curved raunches in calculations of Vierendeel girders
| Engineering Index Backfile | 1958
North-light roof with Vierendeel girders of 81 ft. Span
Engineering Index Backfile | 1954