Add to ORKGA computer program for redesigning structural modes to reduce response has been initiated. The linear regulator approach in modal coordinates has been implemented. It is noted that the transformation of solution to physical structure is a major problem. It is concluded that the solution of stiffness equations and damping equations can be done separately as NXN set of (matrix Riccati) equations
Cette thèse s'inscrit dans des travaux liés aux problématiques des structures assemblées. Après une ...
This paper contains the results of a computer analysis performed on a two-dimensional model structur...
As an industrial practice, complex structures are analyzed under a large set of dynamic operating co...
Vibration in modern structural and mechanical systems can be reduced in amplitude by increasing stif...
Dynamic response in current structural problems using computer programs and coordinate transformatio...
A FORTRAN IV computer program used to perform modal synthesis of structures by stiffness coupling, u...
During the past few years it has been recognized that combining passive structural design methods wi...
Classical vibration design uses modes and transfer functions generated with the superposition princi...
A condensation method and computer program are described for large discrete parameter vibration anal...
A method is described to improve a linear nonproportionally damped analytical model of a structure. ...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1984.MICROFIC...
To demonstrate the applicability of the control theory for distributed systems to large flexible spa...
Due to the character of the original source materials and the nature of batch digitization, quality ...
This paper presents a novel technique for structural stiffness optimization with respect to vibratio...
An algorithm is described for synthesizing the mass and stiffness matrices from experimentally deriv...
Cette thèse s'inscrit dans des travaux liés aux problématiques des structures assemblées. Après une ...
This paper contains the results of a computer analysis performed on a two-dimensional model structur...
As an industrial practice, complex structures are analyzed under a large set of dynamic operating co...
Vibration in modern structural and mechanical systems can be reduced in amplitude by increasing stif...
Dynamic response in current structural problems using computer programs and coordinate transformatio...
A FORTRAN IV computer program used to perform modal synthesis of structures by stiffness coupling, u...
During the past few years it has been recognized that combining passive structural design methods wi...
Classical vibration design uses modes and transfer functions generated with the superposition princi...
A condensation method and computer program are described for large discrete parameter vibration anal...
A method is described to improve a linear nonproportionally damped analytical model of a structure. ...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1984.MICROFIC...
To demonstrate the applicability of the control theory for distributed systems to large flexible spa...
Due to the character of the original source materials and the nature of batch digitization, quality ...
This paper presents a novel technique for structural stiffness optimization with respect to vibratio...
An algorithm is described for synthesizing the mass and stiffness matrices from experimentally deriv...
Cette thèse s'inscrit dans des travaux liés aux problématiques des structures assemblées. Après une ...
This paper contains the results of a computer analysis performed on a two-dimensional model structur...
As an industrial practice, complex structures are analyzed under a large set of dynamic operating co...
