vibration engineering
2.The research work about the local non-linear random vibration of engineering structure under earthquake excitation includes; Discrete hinge model combined with the PEM and the ELM is used to solve such non-linear problem which the bend-type hysteretic effect of some components is taken into account.
3.Nogami T, Novak M. Soil-pile interaction in vertical vibration[J]. Earthquake Engineering and Structural Dynamics, 1976,4: 277-293.
4.Study of Some Problems on Vibration-Reduction Control of Engineering Structures
6.Abstract: This paper discusses the vibration velocity of blasting seism and the reaction chart of the blasting vibration,and offers some helpful suggestions about solving engineering blasting problems.
7.Theissen,J.R. and Wood,W.C. ,“ Vibration in Structures Adjacent to Pile Driving ”, Dames and Moore Engineering Bulletin No. 60, July , pp.4-21(1982).
8.Zhongxian Li, Yantao Li, Jian Wang. Influence of Soil-Structure Dynamic Interaction on Base Isolation. Earthquake Engineering and Engineering Vibration, 23(5): ?-?, October 2003.
9.Nasu, M., and Tamura, T., “Vibration Test of the Underground Pipe With a Comparatively Large Cross-section,” Proceedings of the Fifth World Conference on Earthquake Engineering, Rome, Italy, pp. 583-392(1973).
10.Although self-syn chronous vibration and vibratory synchro nization transmission have been applied , in , mechanical engineering successfully，the , transient processes of self-synchron ization and synchronization transmission , in vibratory machines are still obscure .The physical processes of vibratory mac hines from asynchronous condition to syn chronous condition or from one type of s ynchronous condition to another co uld not be explained quantitatively acco rding to available , mechanical models.In this paper the pro blem is addrested specially.
