3 edition of global approach for the identification of structural connection properties found in the catalog.
global approach for the identification of structural connection properties
by NASA, For sale by the National Technical Information Service in [Washington, D.C.], Springfield, Va
Written in English
|Statement||Charles Lawrence and Arthur A. Huckelbridge.|
|Series||NASA technical memorandum -- 102502.|
|Contributions||Huckelbridge, Arthur A., United States. National Aeronautics and Space Administration.|
|The Physical Object|
|Pagination||14 p. :|
|Number of Pages||14|
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Introduction. System Identification (SI) is the process of modeling an unknown system based on a set of input–outputs and is employed in different fields of engineering.In the case of structural system identification, this can be done in the form of (a) Identifying structural parameters such as stiffness, vibration signatures such as frequencies, mode shapes, and damping ratios, and Cited by: This paper presents a model that identifies the primitive points of control and inherent properties of biological neural networks.
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Indeed, since neuronal networks are the physical substrates upon which neural functions are carried out, their structural properties are intertwined with the organization and logic of function.
Global monitoring of large structures– this started with attempts to detect localised damage from a small number of measurements, but is now often Structural Identification– developing a numerical model of a dynamic system based on its measured response, with emphasis on assessment of the health and performance of the structure, as well as Cited by: The AISC Code defines structural steel as elements that are required to support the design loads of a building and fit within the components of a structural frame.
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Stiffness Method for Frame Structures For frame problems (with possibly inclined beam elements), the stiffness method can be used to solve the problem by transforming element stiffness matrices from the LOCAL to GLOBAL coordinates.
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Indra Neil Sarkar is the Director of Biomedical Informatics in the Center for Clinical and Translational Science, as well as an Assistant Professor in Microbiology and Molecular Genetics as well as Computer Science at the University of Vermont.
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properties of thestructure. – e.g. structural response, frequencies, mode shapes, damping or modal strain energy change • By measuring the structural response by means of sensors strategically placed on the structure, and intelligently analyzing these measured responses, it is possible to File Size: 2MB.
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