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A platform for research: civil engineering, architecture and urbanism
Nonelastic Behavior of Bridges under Impulsive Loads
A method for predicting the effects of loads that vary with time on bridges and other structures when deformations extend into the plastic range is presented in this paper. Although such analyses are necessarily more complex than the use of statics, the method presented requires only numerical techniques. Hence, the computations are of a routine nature fitted to the procedures of a design office. The bridge studies reported in this paper aid in determining which bridges, under atomic attack, are most susceptible to damage, and the bridge characteristics that are desirable for resisting blast.
Nonelastic Behavior of Bridges under Impulsive Loads
A method for predicting the effects of loads that vary with time on bridges and other structures when deformations extend into the plastic range is presented in this paper. Although such analyses are necessarily more complex than the use of statics, the method presented requires only numerical techniques. Hence, the computations are of a routine nature fitted to the procedures of a design office. The bridge studies reported in this paper aid in determining which bridges, under atomic attack, are most susceptible to damage, and the bridge characteristics that are desirable for resisting blast.
Nonelastic Behavior of Bridges under Impulsive Loads
Fraenkel, S. J. (author) / Grinter, L. E. (author)
Transactions of the American Society of Civil Engineers ; 119 ; 309-328
2021-01-01
201954-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Nonelastic behavior of bridges under impulsive loads
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