In this paper, the responses of bridge structure to earthquake and ice loads are studied.
本文采用杆系有限元方法，研究了桥墩结构在地震和冰荷载作用下的响应问题。
The ice loads threaten offshore structures by their evident dynamic effects in addition to high load.
冰荷载对海洋结构的威胁除了它们的高荷载外，更多的在于显著的动力效应。
The three piles are driven 10 to 20 metres into the seabed depending on soil conditions and ice loads.
依据海底土壤和积冰负荷的情况，钢桩会被打入海底10米至20米深。
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