The procedure of random vibration analysis of linear structure subjected to spatial variation ground motion was deduced. A linear continuous beam subjected to spatial variation ground motion was established; By using the Claugh-Penzien self power spectrum model and Harichandran-Vanmarcke coherence function model, the influences of distance between supports, system damping ratio, and site condition on structural mean square response were researched, the results of parameters studies are useful for further studies.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
Similar content being viewed by others
References
Chopra A.K. (2001). Dynamics of Structures: Theory and Applications to Earthquake Engineering, 2nd Edition, Prentice Hall, Englewood Cliffs, New Jersey.
Loh Chin-Hsiung and Ku B.D. (1995). An efficient analysis of structural response for multiple-suport seismic excitations. Engng Struct, 17(1):15–26.
Soong T.T. and Grigoriu M. (1993). Random Vibration of Mechanical and Structural Systems. Prentice-Hall, Englewood Cliffs, New Jersey.
Zerva A.and Zervas V. (2002). Spatial variation of seismic ground motions. Appl Mech Rev, 55(3):271–297.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2009 Springer-Verlag Berlin Heidelberg
About this paper
Cite this paper
Shen, Y., Yang, Q., Xuan, L. (2009). Parameters Observation of Spatial Variation Ground Motion. In: Yuan, Y., Cui, J., Mang, H.A. (eds) Computational Structural Engineering. Springer, Dordrecht. https://doi.org/10.1007/978-90-481-2822-8_35
Download citation
DOI: https://doi.org/10.1007/978-90-481-2822-8_35
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-2821-1
Online ISBN: 978-90-481-2822-8
eBook Packages: EngineeringEngineering (R0)