山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
22期
176-177
,共2页
管桩%涡激振动%桩土耦合%有限元
管樁%渦激振動%樁土耦閤%有限元
관장%와격진동%장토우합%유한원
pile%vortex-induced vibration%piles-soil coupling%finite element
采用有限元软件对跨海桥梁管桩涡激振动进行了数值模拟,分析了流速,土体刚度对管桩振动幅值的影响,结果表明:流速越大,桩体振动幅值越大,振动越剧烈,在相同流速下,土刚度对管桩振动幅值有着明显抑制作用,是一项不可忽略的参数。
採用有限元軟件對跨海橋樑管樁渦激振動進行瞭數值模擬,分析瞭流速,土體剛度對管樁振動幅值的影響,結果錶明:流速越大,樁體振動幅值越大,振動越劇烈,在相同流速下,土剛度對管樁振動幅值有著明顯抑製作用,是一項不可忽略的參數。
채용유한원연건대과해교량관장와격진동진행료수치모의,분석료류속,토체강도대관장진동폭치적영향,결과표명:류속월대,장체진동폭치월대,진동월극렬,재상동류속하,토강도대관장진동폭치유착명현억제작용,시일항불가홀략적삼수。
A numerical simulation of vortex-induced vibration of a cross-sea bridge pile by means of the finite element software,it studies the flow velocity,the soil stiffness influence on the amplitude of pile vibration. It can be concluded that the greater the fluid velocity,the bigger vibration amplitude of the pile and the more severe vibration,the soil stiffness has obvious inhibitory effects on the amplitude of pile,is a parameter which can not be ignored.