๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Response of a two-degree-of-freedom system to random disturbances

โœ Scribed by C.W.S. To; I.R. Orisamolu


Publisher
Elsevier Science
Year
1987
Tongue
English
Weight
765 KB
Volume
25
Category
Article
ISSN
0045-7949

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๐Ÿ“œ SIMILAR VOLUMES


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The closed form solutions of the stationary random response of a single-degree-of-freedom vibro-impact system with clearance are formulated in this paper. The Hertz contact law from elasticity is used to model the contact phenomena between the mass and constraint during vibration. The excitation is

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Current seismic codes specify design earthquake loads as single events. The structure, however, may experience multiple ground accelerations in a short period of time. The evidence from recent earthquakes confirms this scenario. For instance, the 2004 Niigata earthquake consisted of two acceleration