Effectiveness of Various Load Reduction Methods for Deeply Buried Structures Under Seismic Loads-Reference-Cited by-同舟云学术

Effectiveness of Various Load Reduction Methods for Deeply Buried Structures Under Seismic Loads

Published:2023-06-22 Issue:10 Volume:48 Page:13929-13944
ISSN:2193-567X
Container-title:Arabian Journal for Science and Engineering
language:en
Short-container-title:Arab J Sci Eng

Author:

Ma Li,Lu Yunhua,Ho I-Hsuan^ORCID,Li Sheng,Yang Wenbo,Wang Changdan

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

https://link.springer.com/content/pdf/10.1007/s13369-023-07999-z.pdf

Reference54 articles.

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2. Montgomery, P.: Effects of Alaskan earthquake on water levels in the Edwards underground reservoir in Bexar County. Bull. South Texas Geol. Soc. 8(04), 6–10 (1964)

3. Goel R. K., Singh B. Behavior of underground openings under dynamic loading. In: ISRM International Symposium-6th Asian Rock Mechanics Symposium. OnePetro. (2010)

4. Mitra, K.; Ailawadi, S.; Rai, D.C.: Initiatives in educating future architects in earthquake resistant design practices. Seismol. Res. Lett. 84(5), 820–828 (2013). https://doi.org/10.1785/0220120173

5. Rajyaswori, S.; Li, X.; Luo, Y., et al.: The effect of overburden depth on the damage of underground structure during earthquake. IOP Conf. Ser. Earth Environ. Sci. 455(1), 012067 (2020). https://doi.org/10.1088/1755-1315/455/1/012067

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