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 |
Библиографическая ссылка |
Abdel-Rohman, M., 1984, "Design of active TMD for buildings control," International Journal of Buildings andEnvironment19(3), 191-195. |
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. |
Библиографическая ссылка |
Atkinson, J.H. and Sallfors, G., 1991, "Experimental determination of stress-strain time characteristics in laboratory and in situ tests," Proceedings of 10th European Conference on Soil Mechanics and Foundation 3 , Florence, Italy, May 26-30, 915-956. |
Библиографическая ссылка |
Barkan, D.D., 1962, Dynumic of Bases and Foundations, McGraw-Hill, New York. |
Библиографическая ссылка |
Borja, R., Wu, W., and Allison, S.H., 1993, "Nonlinear response of vertically oscillating rigid foundations ," Journal of Geotechnical Engineering 119(5), 893-910. |
Библиографическая ссылка |
Fahey, M. and Carter, J.P., 1993, "A finite element study of the pressuremeter test in sand using a nonlinear elastic plastic model," Canadian Geotechnical Journal 30, 348-362. |
Библиографическая ссылка |
Nayfeh, A.H. and Serhan, S.J., 1989, "Nonlinear vertical vibration of machine foundations ," Journal of Geotechnical Engineering 115(1), 56-74. |