吸力式基础离心模型试验的动力加载设备
A dynamic loading device for suction pile in centrifuge
摘要
离心模型试验是进行海洋工程研究的一种新型技术,具有广泛的应用前景.本文主要介绍了清华大学研制开发的电磁式激振器,该激振器用于吸力式基础离心模型试验中对模型施加水平动荷载.该激振器最大的技术难点是在100g(g为重力加速度)离心加速度下,对吸力式桶基施加高频率的循环荷载.
出处
《中国造船》
EI
CSCD
北大核心
2003年第z1期400-404,共5页
Shipbuilding of China
参考文献17
-
1[1]Helfrich S C, Brazil R L, Richards A F and Lehigh U. (1976): Pullout characteristics of a suction anchor in sand. Offshore Technology Conference. OTC2469, 1976, 501~506.
-
2[2]Murff J D. (1996): Geotechnical centrifuge in offshore engineering. Offshore Technology Conference, Annual Proceedings v1May 6-9. 1996. 675~689
-
3[3]Renzi R, Maggioni W, and Smith F. A (1991): Centrifugal Study on the Behavior of Suction Piles. Centrifuge 91, H. Y. Ko&F. G. Mclean(ed.), Balkema, Rotterdam, 1991, 169~176.
-
4[4]Allersma H G B, Plenevaux F J A and WintgensJ F. (1997): Simulation of suction pile installation in sand in a geocentrifuge. International Offshore and Polar Engineering Conference. 1997. 761~766.
-
5[5]Waston, P.G., and Randolph M.F. (1997): Vertical capacity of caisson foundations in calcareous sediments. Proceedings of the seventh (1997) Intemational Offshore and Polar
-
6[6]Fuglsang L.D. Steensen-Bach J.O. (1991): Breakout Resistance of Suction Piles in Clay. Centrifuge 91, H Y Ko &F G.Mclean (eds), Balkema, Rotterdam, 1991, 153~159
-
7[7]Clukey E.C. and Morrison M.J. (1993): A centrifuge and analytical study to evaluate suction caissons for TLP application in the Gulf pf Mexico. Proc. ASCE Conference on Foundations, Dallas, TX. 1993. 141~156.
-
8[8]Morrison M J and Clukey E C (1994): Behavior of suction caissons under static uplift loading conditions. Centrifuge 94,Leung, Lee and Tan (eds) 1994. Balkema, Rotterdam. 823~828.
-
9[9]Allersma H G B and Jacobse J A. (2003): Centrifuge tests on pullout capacity of suction caissons with active suction. 13th International Conference on Offshore and Polar Engineering (ISOPE03), Honolulu, May 25~30, 2003.
-
10[10]Clukey E.C. and Morrison M.J. (1995): The response of suction caissons in Normally consolidated clays to cyclic TLP loading conditions. Offshore Technology Conference 7796, 1995. 909~915.
-
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-
2鲁晓兵,郑哲敏,张金来.海洋平台吸力式基础的研究与进展[J].力学进展,2003,33(1):27-40. 被引量:55
-
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-
4于春华,杨其振.城轨交通曲线未被平衡离心加速度容许值的探讨[J].铁道标准设计,2007,27(8):20-23. 被引量:15
-
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-
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-
7马志平.公路平面缓和曲线长度及参数的运用[J].工程建设与设计,2009(11):119-121.
-
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-
9易思蓉.高速列车转向架特性与最小曲线半径选择[J].铁道标准设计,2006,26(z1):44-47. 被引量:8
-
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