A platform for research: civil engineering, architecture and urbanism
Model study of dynamically loaded arch structures
Waterways Experiment Station (WES) is conducting major research program to determine response of buried, protective structures subjected to effects of nuclear detonations; as part of this program, series of laboratory model and prototype structures was tested dynamically in Blast Load Generator facility located at WES to evaluate use of scale-model tests in predicting elastic response of laboratory-size prototype structure to dynamic loads; results of tests of three metal arch structures having diameters of 8 in., 16 in., and 24 in., respectively, placed at various depths of burial in dry sand and subjected to ground surface overpressures ranging from 57 to 196 psi are presented.
Model study of dynamically loaded arch structures
Waterways Experiment Station (WES) is conducting major research program to determine response of buried, protective structures subjected to effects of nuclear detonations; as part of this program, series of laboratory model and prototype structures was tested dynamically in Blast Load Generator facility located at WES to evaluate use of scale-model tests in predicting elastic response of laboratory-size prototype structure to dynamic loads; results of tests of three metal arch structures having diameters of 8 in., 16 in., and 24 in., respectively, placed at various depths of burial in dry sand and subjected to ground surface overpressures ranging from 57 to 196 psi are presented.
Model study of dynamically loaded arch structures
ASCE -- Proc (J Eng Mechanics Div)
Denton, D.R. (author) / Flathau, W.J. (author)
1966
16 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Ductile behaviour of dynamically loaded structures
British Library Conference Proceedings | 1999
|Model study of dynamically laterally loaded pile
Engineering Index Backfile | 1958
|Remarks on Shape Optimization of Dynamically Loaded Structures
British Library Conference Proceedings | 1997
|Study of Dynamically Loaded Composite Members
NTIS | 1964
|