Laboratory investigations on impulsive waves caused by underwater landslide   总被引：4，自引：0，他引：4  

B. Ataie-Ashtiani  A. Najafi-Jilani 《Coastal Engineering》2008,55(12):989-1004

Laboratory investigations have been performed on the submarine landslide generated waves by performing 120 laboratory tests. Both rigid and deforming-slide masses are considered. The effects of bed slope angle, initial submergence, slide geometry, shape and deformation on impulse wave characteristics have been inspected. Impulse wave amplitude, period, energy and nonlinearity are studied in this work. The effects of bed slope angle on energy conversion from slide into wave are also investigated. Laboratory-based prediction equations are presented for impulse wave amplitude and period in near and far-field and are successfully verified using the available data in previous laboratory and numerical works.  相似文献   

结构损伤线性及非线性特征谱模式识别及应用     

孟昭秦  何林  刘仕军 《地球科学与环境学报》1999,21(3)

利用时间序列动态数据处理与建模对结构有损状态进行线性和非线性过程处理,用这两种方法对结构的物理状态进行谱分析和模态频率的提取进行了比较,计算结果表明非线性 Ｓ Ｅ Ｔ Ａ Ｒ 模型在特征谱的识别与提取上比线性 Ａ Ｒ Ｍ Ａ Ｘ 模型更有效,对微小损伤更灵敏。说明了在参数识别中非线性 Ｓ Ｅ Ｔ Ａ Ｒ 模型对物体损伤情况下振动数据建模较为客观,更能反映振动体系的损伤信息,是损伤识别数学模型有效的方法。  相似文献   

统一构造理论初探   总被引：4，自引：0，他引：4  

毕思文 《地学前缘》1998,(Z1)

以地球系统科学为指导思想,提出统一构造理论的新观点和理论基础,初步建立了理论体系框架。提出统一引力场表示理论,用Ｎｅｗｔｏｎ位算子将地球内、外扰动引力场统一。通过对地球不同圈层水平速度矢量场的对比分析,提出不同圈层的水平运动速度矢量场具有高度的相似性和统一性,且与地球自转密切相关的认识。根据观测数据,探讨板块的统一动力源。研究了幔柱构造特征,提出地幔热柱构造的动力学模型。利用积分关系法求出地表热流与岩石圈厚度的关系,提出大陆岩石圈的统一热模式和大陆地表热流经验关系式。  相似文献   

A Study of Bispectra in Relation to the Adequacy of Wave Spectral Model     

Yi-Yu Kuo  Chung-Ching Chien John Y. Yim Professor 《中国海洋工程》1997,(2)

In this paper.the characteristics of laboratory wind waves under various wind speeds and wat-er depths are studied.It is found that either the real or the imaginary part of the bispectrum can be relatedto the asymmetry of the wave profile,and the bicoherence is related to the ratio of nonlinear to linear wavecomponent.Occasionally,these two categories of nonlinear index lead to opposite inferences,because eachof them has its own significance and functions.The applicability of linear wave spectral model in oceanwaves becomes questionable only when strong nonlinearity is indicated by both of these two indexes.Thelinear spectral representation of wave fields does not necessarily become inadequate as water depth de-creases,and its appropriateness can be examined through the characteristics of the bispectrum.  相似文献   

考虑坝体材料非线性的混凝土拱坝地震反应分析     

赵密  杜修力  廖维张  唐庆 《震灾防御技术》2008,3(1):79-84

本文基于可信概率水准的破坏性强震作用,针对小湾高拱坝进行了考虑坝体材料非线性的拱坝地震反应分析。在分析模型中,同时考虑了无约束域地震能量辐射效应和近域地基材料非均匀性的影响。为了实现非线性条件下的静、动力组合分析,利用显式有限元结合修正的黏弹性人工边界的开放系统时域静、动力统一分析方法进行了求解,对在自重作用下的初始静力解计算采用了动力松弛技术。  相似文献   

Comparison between characteristics of mild slope equations and Boussinesq equations     

LI Ruijie  ZHANG Suxiang  ZHANG Yang 《海洋学报(英文版)》2005,24(4):131-137

Boussinesq-type equations and mild-slope equations are compared in terms of their basic forms and characteristics. It is concluded that linear mild-slope equations on dispersion relation are better than non-linear Boussinesq equations. In addition, Berkhoffexperiments are computed and compared by the two models, and agreement between model results and available experimental data is found to be quite reasonable, which demonstrates the two models＇ capacity to simulate wave transformation. However they can deal with different physical processes respectively, and they have their own characteristics.  相似文献   

饱和砂性土非线性蠕变模型试验研究   总被引：17，自引：2，他引：15  

张云  薛禹群  施小清  宋震 《岩土力学》2005,26(12):1869-1873

采用单向压缩试验研究了常州不同含水层饱和砂性土的蠕变特性。试验结果表明,饱和砂性土的变形既与应力有关,也与时间有关。在一定应力作用下,其变形随时间的增加而增加,经过一段时间后才能达到稳定,应变与应力、时间都呈非线性关系。对试验结果的统计分析表明：用幂函数可以很好地拟合饱和砂性土的应力-应变-时间关系。这一结论有助于更深入地研究长期抽水作用下的地面沉降问题。  相似文献   

Nonlinear radial consolidation of vertical drains under a general time‐variable loading          下载免费PDF全文

Mengmeng Lu  Shanyong Wang  Scott W. Sloan  Buddhima Indraratna  Kanghe Xie 《国际地质力学数值与分析法杂志》2015,39(1):51-62

By incorporating the nonlinear variation of a soil's compressibility and permeability during the process of consolidation, an analytical solution for the radial consolidation of vertical drains has been developed for a general time‐variable loading. The general solution was verified for the cases of instantaneous loading and ramp loading. Detailed solutions were further derived for two special loading schemes: multistage loading and preloading–unloading–reloading. The nonlinear consolidation behavior of a vertical drain subjected to these two types of loading schemes was then investigated by a parametric study. The results show that the loading rate, the ratio of the compressibility index to the permeability index (C_c/C_k), and the initial stress state have a significant influence on the consolidation rate. A smaller value of C_c/C_k, a larger initial stress, or a fast loading rate always leads to a rapid consolidation rate. During the unloading period, a negative excess pore water pressure may occur, and a slower unloading rate may reduce this negative value. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

A singular perturbation method for parametric investigation on J-lay installation of deepwater pipelines     

王琴  段梦兰  李海明  张庆元 《中国海洋工程》2013,27(6):751-766

The maximum bending moment or curvature in the neighborhood of the touch down point （TDP） and the maximum tension at the top are two key parameters to be controlled during deepwater J-lay installation in order to ensure the safety of the pipe-laying operation and the normal operation of the pipelines. In this paper, the non-linear governing differential equation for getting the two parameters during J-lay installation is proposed and solved by use of singular perturbation technique, from which the asymptotic expression of stiffened catenary is obtained and the theoretical expression of its static geometric configuration as well as axial tension and bending moment is derived. Finite element results are applied to verify this method. Parametric investigation is conducted to analyze the influences of the seabed slope, unit weight, flexural stiffness, water depth, and the pipe-laying tower angle on the maximum tension and moment of pipeline by this method, and the results show how to control the installation process by changing individual parameters.  相似文献   

高边坡变形非线性时变统计模型研究   总被引：2，自引：0，他引：2  

谈小龙  徐卫亚  梁桂兰  孟永东  张金龙 《岩土力学》2010,31(5):1633-1637

基于高边坡长期变形监测资料,深入分析了边坡变形的影响因素,建立边坡非线形时变统计监控模型,并将模型应用于锦屏一级水电站边坡工程。通过典型测点长期监测资料的分析,确定时效和降雨是影响边坡变形的2个主要因素,并给出了各自的表述形式,在Matlab平台上,采用非线性回归方法得到边坡非线性时变统计模型的参数。在此基础上,根据边坡变形拟合残差时序,采用ARMA模型方法进行拟合和预测,对边坡非线性时变模型的拟合和预测进行修正。结果表明,模型能较好地描述高边坡的变形特征,并且具有很好的拟合和预测精度。  相似文献