Pounding Dynamic Responses and Mitigation Measures of Sliding Base-isolated Concrete Rectangular Liquid Storage Structuress
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-0082-6.pdf
Reference41 articles.
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2. Angelis, M. D., Giannini, R., and Paolacci, F. (2010). “Experimental investigation on the seismic response of a steel liquid storage tank equipped with floating roof by shaking table tests.” Earthquake Engineering & Structural Dynamics, vol. 39, no. 39, pp. 377–396, DOI: https://doi.org/10.1002/eqe.945 .
3. Azevedo, J. and Bento, R. (1996). “Design criteria for buildings subjected to pounding.” Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, pp. 23–28.
4. Chau, K. T., Wei, X. X., Guo, X., and Shen, C. Y. (2003). “Experimental and theoretical simulations of seismic poundings between two adjacent structures.” Earthquake Engineering & Structural Dynamics, vol. 32, no. 4, pp. 537–554, DOI: https://doi.org/10.1002/eqe.231 .
5. Cheng, X. S., Jing, W., Chen, J., and Zhang, X. Y. (2017). “Pounding dynamic responses of sliding base-isolated rectangular liquid-storage structure considering soil-structure interactions.” Shock and Vibration, vol. 2017, pp. 1–15, DOI: https://doi.org/10.1155/2017/8594051 .
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