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Use of temporary hinges in construction of arches of Fourth Street Viaduct, Los Angeles, comprising arch span 254 ft long; total cost $2,800,000; to reduce stresses due to rib shortening, shrinkage, and abutment movement, ribs were designed to act as 3-hinged until completion of superstructure; observed lengthening of theoretical arch span and rotation and settlement of abutments; deformation in hinges. (See also - n 6 (discussions) June p 311, n 9 Sept p 494)
Use of temporary hinges in construction of arches of Fourth Street Viaduct, Los Angeles, comprising arch span 254 ft long; total cost $2,800,000; to reduce stresses due to rib shortening, shrinkage, and abutment movement, ribs were designed to act as 3-hinged until completion of superstructure; observed lengthening of theoretical arch span and rotation and settlement of abutments; deformation in hinges. (See also - n 6 (discussions) June p 311, n 9 Sept p 494)
Temporary hinges in arched bridge
Civ Eng (NY)
Blog, L. (Autor:in)
1934
5 pages
Aufsatz (Zeitschrift)
Englisch
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British Library Online Contents | 2001
|PRODUCT - Arched precast bridge
Online Contents | 2001
|