Random Vibration Analysis of a Vehicle–Bridge Interaction System Subjected to Traveling Seismic Ground Motions Using Pseudo-excitation Method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13296-022-00636-9.pdf
Reference32 articles.
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3. Ateş, Ş, Tonyali, Z., Soyluk, K., & Samberou, A. M. S. (2018). Effectiveness of soil-structure interaction and dynamic characteristics on cable-stayed bridges subjected to multiple support excitation. International Journal of Steel Structures, 18(2), 554–568.
4. Chen, J. T., Chyuan, S. W., You, D. W., & Wong, F. C. (1997). Normalized quasi-static mass—A new definition for multi-support motion problems. Finite Elements in Analysis and Design, 26(2), 127–142.
5. Chen, J. B., Kong, F., & Peng, Y. B. (2017). A stochastic harmonic function representation for non-stationary stochastic processes. Mechanical Systems and Signal Processing, 96, 31–44.
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