The Resource Nonlinear optimum design of dynamic damped structures

# Nonlinear optimum design of dynamic damped structures Resource Information The item Nonlinear optimum design of dynamic damped structures represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in Missouri University of Science & Technology Library.This item is available to borrow from 1 library branch.

Label
Nonlinear optimum design of dynamic damped structures
Title
Nonlinear optimum design of dynamic damped structures
Creator
Author
Language
eng
Summary
"A method to optimize the weight of plane frames subjected to dynamic loads is presented. Restrictions are imposed upon the maximum dynamic stresses and displacements, desirable section moduli of the constituent members, and the range of values allowed for natural frequencies. Various considerations for rigid frame design include damping, the P-[delta] effect, static girder loads, static column loads and girder shears transferred to the columns. A finite difference approach is presented to evaluate the shock spectrum which is used in conjunction with modal superposition to obtain the peak upperbound dynamic displacements and stresses for multistory and multibay frames. The displacement method is used for the structural matrix formulation from which the optimization process is shown in relation to the change of the design variables in the condensed stiffness matrix. A direct, non-linear mathematical programming method, the method of feasible directions, is used to minimize the weight of the structure, as the objective function, subject to the aforementioned linear and non-linear constraints. Using this method requires the calculation of the normals to the various response quantities of stresses, displacements, eigenvalues and eigenvectors. These are obtained by taking derivatives with respect to the design variables where the equations remain in closed form due to the utilization of information obtained from the shock spectrum and the eigensolution. The objective function is linearized by using wide flange sections as structural elements since the section modulus of each wide flange can be expressed linearly as a function of the depth and area. Several applications of the proposed method are presented to show the design process related to active constraints and the significant effects of various considerations on optimum design"--Abstract, leaves ii-iii
Member of
Botkin, M. E.
Degree
Ph. D.
Dissertation year
1973.
Granting institution
University of Missouri--Rolla
Index
no index present
Literary form
non fiction
Label
Nonlinear optimum design of dynamic damped structures
Instantiates
Publication
Carrier category
volume
Carrier category code
• nc
Carrier MARC source
rdacarrier.
Content category
text
Content type code
• txt
Content type MARC source
rdacontent.
Control code
6027200
Extent
187 pages.
Media category
unmediated
Media MARC source
rdamedia.
Media type code
• n
System control number
(WaOLN)47032
Label
Nonlinear optimum design of dynamic damped structures
Publication
Carrier category
volume
Carrier category code
• nc
Carrier MARC source
rdacarrier.
Content category
text
Content type code
• txt
Content type MARC source
rdacontent.
Control code
6027200
Extent
187 pages.
Media category
unmediated
Media MARC source
rdamedia.
Media type code
• n
System control number
(WaOLN)47032

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