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Автор Abdel-Rohman, Mohamed
Автор Al-Sanad, Hasan
Дата выпуска 1996
dc.description Sandy soils behave nonlinearly at stress levels below the peak stress. This influences the dynamic response of the foundations built on sandy soil. This paper shows first the nonlinear vibration response of a block-type foundation due to the vertical, horizontal, and rocking excitations. The nonlinear vibration responses are compared with the linear response assuming linear soil behavior. The second part of the paper shows how to control the harmful effects due to the nonlinear vibrations using passive and active control mechanisms attached to the foundation.
Издатель Sage Publications
Тема Vibration control
Тема machine foundation
Тема nonlinear dynamic
Тема structural control
Тема control mechanisms
Название Control of Nonlinear Vibrations of Foundations Built in Sandy Soil
Тип Journal Article
DOI 10.1177/107754639600200104
Print ISSN 1077-5463
Журнал Journal of Vibration and Control
Том 2
Первая страница 53
Последняя страница 68
Аффилиация Abdel-Rohman, Mohamed, Department of Civil Engineering, College of Engineering and Petroleum, Kuwait University, P.O. Box 5969, Safat 13060, Kuwait
Аффилиация Al-Sanad, Hasan, Department of Civil Engineering, College of Engineering and Petroleum, Kuwait University, P.O. Box 5969, Safat 13060, Kuwait
Выпуск 1
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Библиографическая ссылка Abdel-Rohman, M. and AI-Sanad, H., 1995, "Control of vertical nonlinear vibrations of foundations ," Proceedings of the 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics , St. Louis, Missouri, April 2-7, 807-810.
Библиографическая ссылка Abdel-Rohman, M. and Leipholz, H.H., 1978, "Structural control by pole assignment method," Journal of Engineering Mechanics 104, 1159-1175.
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Библиографическая ссылка Nayfeh, A.H. and Serhan, S.J., 1989, "Nonlinear vertical vibration of machine foundations ," Journal of Geotechnical Engineering 115(1), 56-74.

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