The 2D Rectangular Tank Sloshing Response Under the Planar Tilt Settlement

Author:

Jia Sunyu,Jin Heng,Lou Mengfan,Wang Tengxiao

Publisher

Springer International Publishing

Reference15 articles.

1. Kamyab, H., Palmer, S.C.: Analysis of displacements and stresses in oil storage tanks caused by differential settlement. In: ARCHIVE Proceedings of the Institution of Mechanical Engineers Part C Journal of Mechanical Engineering Science, pp. 61–70 (1989)

2. Malik, Z., Morton, J., Ruiz, C.: Ovalization of cylindrical tanks as a result of foundation settlement. J. Strain Anal. 12, 339–348 (1977)

3. Mouse, E.A., Ruiz, C.: Stresses in cylindrical tanks due to uneven circumferential settlement. J. Strain Anal. 15, 7–9 (1979)

4. Gong, J., Tao, J.: Modal analysis of large oil storage tanks under ground plane settlement. In: Proceedings of the 7th Annual China CAE Engineering Analysis Technology Conference and the 2011 National Advanced Seminar on Computer Aided Engineering (CAE) Technology and Application, pp. 165–170 (2011)

5. Zhou Li, H.: Discussion on the rectification measures for the corrosion of the concrete spalling steel bar outside the ring beam of the atmospheric tank foundation. China Pet. Chem. Stand. Qual. 2013(13), 243–244 (2013)

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