| Vibrating-Rocking Motion of Caisson Breakwater Under Breaking Wave Impact |
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| 作者单位： | WANGYuanzhan and ZHENG BinDepartment of Port and Coastal Engineering，Tianjin University，Tianjin 300072，China |
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| 摘 要： | The possible motions of a caisson breakwater under dynamic load excitation include vibrating, vibrating-sliding and vibrating-rocking motions. The models of vibrating motion and vibrating-sliding motion have been proposed in an early paper. In this paper, a model of vibrating-rocking motion of caisson breakwaters under breaking wave impact is presented, which can be used to simulate the histories of vibrating-rocking motion of caisson breakwaters. The effect of rocking motion on the displacement, rotation, sliding force and overturning moment of breakwaters is investigated. In case the overturning moment exceeds the stability moment of a caisson, the caisson may only rock. The caisson overturns only in case the rocking angle exceeds the critical angle. It is shown that the sliding force and overturning moment of breakwaters can be reduced effectively due to the rocking motion. It is proposed that some rocking motion should be allowed in breakwater design.
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Vibrating-Rocking Motion of Caisson Breakwater Under Breaking Wave Impact |
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| WANG Yuanzhan(. Vibrating-Rocking Motion of Caisson Breakwater Under Breaking Wave Impact[J]. China Ocean Engineering, 2001, 0(2): 205-216 |
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| Authors: | WANG Yuanzhan( |
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| Abstract: | The possible motions of a caisson breakwater under dynamic load excitation include vibrating, vibrating-sliding and vibrating-rocking motions. The models of vibrating motion and vibrating-sliding motion have been proposed in an early paper. In this paper, a model of vibrating-rocking motion of caisson breakwaters under breaking wave impact is presented, which can be used to simulate the histories of vibrating-rocking motion of caisson breakwaters. The effect of rocking motion on the displacement, rotation, sliding force and overturning moment of breakwaters is investigated. In case the overturning moment exceeds the stability moment of a caisson, the caisson may only rock. The caisson overturns only in case the rocking angle exceeds the critical angle. It is shown that the sliding force and overturning moment of breakwaters can be reduced effectively due to the rocking motion. It is proposed that some rocking motion should be allowed in breakwater design. |
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| Keywords: | caisson breakwater breaking wave vibrating-rocking motion dynamic analysis |
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