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Lateral loads in asymmetric multistory structures
Computer method for determining distribution of lateral loads in asymmetric multistory structures, based on stiffness method; number of unknowns is equal to three times number of stories and independent of number of stiffening elements; method comprises determination of lateral stiffness matrix for each element; formulation and solution of equilibrium equations; determination of resultant forces by simple superposition; elastic restraints of foundation, rotational constraints of stiffening elements in their planes at floor diaphragms, as well as axial deformations in elements may be considered by including their influences in evaluation of lateral stiffness matrix of respective element.
Lateral loads in asymmetric multistory structures
Computer method for determining distribution of lateral loads in asymmetric multistory structures, based on stiffness method; number of unknowns is equal to three times number of stories and independent of number of stiffening elements; method comprises determination of lateral stiffness matrix for each element; formulation and solution of equilibrium equations; determination of resultant forces by simple superposition; elastic restraints of foundation, rotational constraints of stiffening elements in their planes at floor diaphragms, as well as axial deformations in elements may be considered by including their influences in evaluation of lateral stiffness matrix of respective element.
Lateral loads in asymmetric multistory structures
ASCE -- Proc (J Structural Div)
Winokur, A. (author) / Glueck, J. (author)
1968
12 pages
Article (Journal)
English
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