Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Failure of Bluestone River steel truss bridge occurred when ten panels of 278 ft center span of five span bridge had been cantilevered 231 ft 8 in.; data on facts without making attempt to clarify conditions which led to failure. (see also similar unsigned description in Construction Methods v 31 n 5 May 1949 p 44-6)
Failure of Bluestone River steel truss bridge occurred when ten panels of 278 ft center span of five span bridge had been cantilevered 231 ft 8 in.; data on facts without making attempt to clarify conditions which led to failure. (see also similar unsigned description in Construction Methods v 31 n 5 May 1949 p 44-6)
Probe cause of W Va bridge failure
Eng News-Rec
Carr, J.R. (Autor:in)
Engineering News-Record ; 142
1949
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Probe cause of W Va bridge failure
Engineering Index Backfile | 1949
|The cause of failure in a bridge
Engineering Index Backfile | 1913
|Cause of the 1995 California I-5 Bridge Failure
British Library Conference Proceedings | 1999
|Investigation of the Cause of Failure of the Omo River Bridge
British Library Online Contents | 2017
|What was the cause of the initial failure at the Quebec bridge?
Engineering Index Backfile | 1916