Seismic Control of Base-Isolated Liquid Storage Tanks Subjected to Bi-directional Strong Ground Motions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-021-06171-9.pdf
Reference51 articles.
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2. Liu, W.K.: Finite element procedures for fluid–structure interactions and application to liquid storage tanks. Nucl. Eng. Des. 65, 221–238 (1981). https://doi.org/10.1016/0029-5493(81)90091-1
3. Crane, J.K.; Wilcox, R.B.; Hopps, N.W.; Browning, D.F.; Martinez, M.D.; Moran, B.D.; Penko, F.A.; Rothenberg, J.E.; Henesian, M.A.; Dane, C.B.; Hackel, L.A.: Integrated operations of the National Ignition Facility (NIF) optical pulse generation development system. In: Third International Conference on Solid State Lasers for Application to Inertial Confinement Fusion, p. 100 (1999)
4. Brunesi, E.; Nascimbene, R.; Pagani, M.; Beilic, D.: Seismic performance of storage steel tanks during the May 2012 Emilia, Italy, earthquakes. J. Perform. Constr. Facil. 29, 1–9 (2012). https://doi.org/10.1061/(ASCE)CF.1943-5509.0000628
5. Virella, J.C.; Godoy, L.A.; Su, L.E.; Suárez, L.E.: Dynamic buckling of anchored steel tanks subjected to horizontal earthquake excitation. J. Constr. Steel Res. 62, 521–531 (2006). https://doi.org/10.1016/j.jcsr.2005.10.001
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