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Impulsive Motion of Elasto-Plastic Shear Buildings
The method of normal modes is applied to the analysis of elasto-plastic shear buildings subjected to impulsive loads, foundation uplift, and nonuniform viscous damping. Interaction of foundation rotation and plasticity in the superstructure is described. A short table of approximate modes and frequencies is included.
Impulsive Motion of Elasto-Plastic Shear Buildings
The method of normal modes is applied to the analysis of elasto-plastic shear buildings subjected to impulsive loads, foundation uplift, and nonuniform viscous damping. Interaction of foundation rotation and plasticity in the superstructure is described. A short table of approximate modes and frequencies is included.
Impulsive Motion of Elasto-Plastic Shear Buildings
Cohen, Edward (author) / Levy, Leon S. (author) / Smollen, Leonard E. (author)
Transactions of the American Society of Civil Engineers ; 122 ; 293-306
2021-01-01
141957-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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