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91.
对外海轻型码头结构的波浪荷载和海流荷载进行了统计分析。给出一个波浪周期内,波浪荷载的均值系数和变异系数随相位角的变化,进而得出50年设计基准期内波浪荷载的均值系数和变异系数。使用Monte-Carlo方法研究了波浪荷载的概率分布类型。利用海洋平台已有的研究成果,给出了50年设计基准期内海流荷载的均值系数和变异系数。结果表明:对于外海轻型码头结构,可认为波浪荷载和海流荷载均服从极值I型分布;50年基准期波浪荷载的均值系数为1.166,变异系数为0.263,海流荷载的均值系数为1.269,变异系数为0.142。 相似文献
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软基深水高桩码头结构受到恶劣外海环境荷载及复杂工作荷载等多元荷载的共同作用。研究表明,船舶撞击荷载是该结构水平向控制荷载,但波浪长期循环荷载作用会引起桩周土体软化,进而导致码头结构在其它荷载作用下承载特性的劣化。鉴于此,首先基于ABAQUS有限元软件建立了深水高桩码头结构-地基土体相互作用的三维弹塑性有限元模型;然后,借助USDFLD子程序实现了同时考虑土体强度弱化和刚度衰减的模拟,进而开展了未考虑土体软化、仅考虑土体强度弱化、仅考虑土体刚度衰减以及同时考虑土体强度弱化和刚度衰减对码头结构承载特性影响的对比分析。研究结果表明,与未考虑土体软化时撞击荷载作用下码头结构安全系数相比,仅考虑土体强度弱化时其值降低14.72%,仅考虑土体刚度衰减时其值降低15.28%,同时考虑土体强度弱化和刚度衰减时其值降低19.44%,且考虑土体软化后桩周土体的塑性应变范围明显增大,极限状态时桩身应力值减小,结构稳定性显著降低。 相似文献
96.
Nuno Fonseca Carlos Guedes Soares Ricardo Pascoal 《Journal of Marine Science and Technology》2006,11(4):245-259
An analysis is presented of the vertical bending moments induced in a containership by a set of abnormal waves measured at
different locations and on different occasions. A systematic investigation was carried out by using a large set of wave traces
that included abnormal waves. In this way it was possible to assess the influence of the height, length, and shape of the
abnormal waves on the wave-induced structural loads. The probability distributions of the ship responses to the sea states
that included the abnormal waves were also calculated and were compared to the responses induced by the abnormal waves and
to fitted distributions. Finally, the structural loads induced by the abnormal waves were compared with rule values and with
long-term predictions. 相似文献
97.
真空预压法加固地基效果的影响因素 总被引:3,自引:0,他引:3
通过对影响真空预压地基加固效果的几个关键因素的分析,认为改进真空预压射流泵、提高加固区四周的密封性、膜上加载、在一定范围内减少塑料排水板间距是有效提高地基固结度、缩短工期、节约工程成本的主要途径。 相似文献
98.
A nonlinear time-domain procedure is presented which is used to calculate the vertical responses of a container ship advancing
in head waves. The method assumes linear radiation forces represented by time convolution of memory functions, infinite frequency
added masses, and radiation restoring coefficients. The nonlinear hydrostatic restoring and Froude–Krilov forces are computed
exactly over the instantaneous wetted surface of the ship's hull. Forces due to green water on deck are calculated using the
momentum method. Nonlinear effects are identified on different vertical ship responses, namely on the heave and pitch motions,
the vertical accelerations, and the vertical bending moment. These non-linear effects are expressed by the variation of the
transfer function with the wave amplitude, the higher-order harmonics of the time signals, the offset of the time series,
and the asymmetry of the peaks. The numerical results and the quantified nonlinear effects are compared with experimental
results showing an ability to reproduce the main nonlinear effects.
Received: December 17, 2001 / Accepted: January 31, 2002 相似文献
99.
C.Guedes Soares 《Marine Structures》1993,6(5-6):475-483
A method is proposed for the long-term formulation of wave induced vertical bending moments in ship structures. The non-linearity of the response is represented by an uncertain modelling factor that is calibrated by experimental values. Long term predictions are obtained for a tanker and a container ship hull showing that only in the latter case is the response clearly non-linear and reproduced in the long-term predictions. 相似文献
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