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Structural dynamic response analysis on structure under tsunami bore impact

Authors :
Wang, Tie Cheng
Meng, Tao
Zhao, Hai Long
Wang, Tie Cheng
Meng, Tao
Zhao, Hai Long
Source :
Journal of Vibroengineering, Vol. 16, Issue 8, 2014, p. 3991-4001.; 1392-8716; 2538-8460
Publication Year :
2014

Abstract

The forefront of the tsunami bore has extremely strong turbulent intensity, vorticity, and impact force. It generates tremendous impact effect on the coastal structures, which is the direct reason of the damage and destruction of the structures. On the basis of the computational fluid dynamic theory, this paper applied fluid volume method to capture the free surface motion of the tsunami waves and developed a 3D wave numerical model of an experiment of dam-break tsunami bore impact on a structure. The effectiveness of the model was also validated. The model was then applied to numerically analyze the dynamic impact effect of a tsunami bore on the structure of a full-scale reinforced concrete frame. It resolved the dynamic impact force of the tsunami bore on the structure and their interaction process. This study also employed finite element analysis to compare the static and dynamic response of the frame structure under the impact effect of the tsunami bore. The structural vibration characteristic and dynamic magnification factor of the structure under tsunami bore impact are confirmed, which could provide a reference for the design of anti-tsunami buildings.

Details

Database :
OAIster
Journal :
Journal of Vibroengineering, Vol. 16, Issue 8, 2014, p. 3991-4001.; 1392-8716; 2538-8460
Notes :
English
Publication Type :
Electronic Resource
Accession number :
edsoai.on1317516424
Document Type :
Electronic Resource