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The steady state response of structures to periodic excitation

โœ Scribed by J.-F. He


Publisher
Elsevier Science
Year
1987
Tongue
English
Weight
416 KB
Volume
117
Category
Article
ISSN
0022-460X

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Modal analysis of the steady state respo
โœ W.-T. Wu; J.A. Wickert; H. Griffin ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 564 KB

A modal analysis method is developed that predicts the steady state response of discrete linear systems that are governed by systems of ordinary differential equations with periodic coefficients. The systems are excited both parametrically by periodic coefficients and directly by inhomogeneous forci

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โœ R.S. JANGID ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 321 KB

Dynamic response of structures supported on the sliding systems to bi-directional (i.e., two horizontal components) earthquake and harmonic ground motion is investigated. The superstructure is assumed to be rigid and the frictional forces mobilized at the interface of sliding system are assumed to h

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โœ JANGID, R. S. ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 329 KB ๐Ÿ‘ 2 views

Seismic response of a one-storey structure with sliding support to bidirectional (i.e. two horizontal components) earthquake ground motion is investigated. Frictional forces, which are mobilized at the sliding support, are assumed to have ideal Coulomb-friction characteristics. Coupling effects due

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โœ R.S. Langley ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 378 KB

This analysis is concerned with the response of an infinite two-dimensional periodic structure to point harmonic loading; initially a damped finite system is considered and the system size is then allowed to tend to infinity. It is shown that the response in the far field can be expressed in terms o

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โœ R.S. Langley ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 527 KB

This work is concerned with the response of an infinite two-dimensional periodic structure to an impulsive point load or, equivalently, the response of a finite system at times before the disturbance reaches the system boundaries. Initially, a modal approach is employed to yield an expression for th