Pounding Dynamic Responses and Mitigation Measures of Sliding Base-isolated Concrete Rectangular Liquid Storage Structuress-Reference-Cited by-同舟云学术

Pounding Dynamic Responses and Mitigation Measures of Sliding Base-isolated Concrete Rectangular Liquid Storage Structuress

Published:2019-05-29 Issue:7 Volume:23 Page:3146-3161
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Cheng Xuansheng,Jing Wei,Qi Lei,Gong Lijun

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.

1. Anagnostopoulos, S. A. and Spiliopoulos, K. V. (1992). “An investigation of earthquake induced pounding between adjacent buildings.” Earthquake Engineering & Structural Dynamics, vol. 21, no. 4, pp. 289–302, DOI: https://doi.org/10.1002/eqe.4290210402 .

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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