【摘 要】
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According to laboratory tests and theoretical analysis, a concept of unified equivalent harmonic wave loading is suggested and discussed in this paper, which ma
【出 处】
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China Ocean Engineering
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According to laboratory tests and theoretical analysis, a concept of unified equivalent harmonic wave loading is suggested and discussed in this paper, which may be proved to be more reasonable and widely applicable in offshore foundation engineering. A verification test has also been completed, in which the random wave loading and the corresponding unified equivalent loading were respectively applied on soil samples. The test results show that the equivalent effect is satisfactory.
According to laboratory tests and theoretical analysis, a concept of unified equivalent harmonic wave loading is suggested and discussed in this paper, which may be proved to be more reasonable and widely applicable in offshore foundation engineering. A verification test has also been completed, in which the random wave loading and the corresponding equivalent equivalent loading loading respectively respectively applied on soil samples. The test results show that the equivalent effect is satisfactory.
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