裂纹端部的力学研究     

柯善明  顾浩鼎 《东北地震研究》1994,(2)

本文计算并讨论了忽视旋转的传统理论所不能给出的裂纹端部场与场源的相互作用，首先利用弹性力学方法计算了共线裂纹组端部的应力场及位移场，然后应用旋转理论给出共线裂纹组端部的扭转力通解，对单裂纹和双裂纹情形做了重点讨论．  相似文献   

用吴氏网法推求震源地方柯氏力的方向          下载免费PDF全文

郭安宁 《地震工程学报》1994,16(2):23-28

本文研究讨论了吴尔夫网（吴氏网）求解地震断层错动时产生的柯里奥利力（简称柯氏力）的方向及其在断层面法线、倾斜方向和走向上分量问题。在空间上用数学方法直接处理柯氏力的方向及分量比较繁琐复杂，且难于表示，而用吴氏网作为工具处理这些问题时就显得快速简便，诸要素都集中于一图上，空间直观性很强。文中还以唐山大地震为例实际处理了唐山地震断层两盘产生的柯氏力方向及在断层面上的各分量方向。  相似文献   

多圈涡旋等值线动力学的研究   总被引：1，自引：1，他引：1  

罗哲贤 《气象学报》1995,53(1):3-9

将单圈涡旋等值线动力学推广到多圈涡旋的等值线动力学。在等值线动力学的框架内，实施了６组计算。结果显示出涡旋移行过程中逆时针打转的现象，该现象有清楚的前兆可寻。讨论了涡旋松紧程度对涡旋移向的影响以及涡旋非对称结构与涡旋移速之间的联系。这些结果与以往数值试验或动力学分析的结果较为一致。  相似文献   

环太平洋地震带与柯里奥利力   总被引：5，自引：0，他引：5       下载免费PDF全文

杨学祥  朮洪亮 《地震工程学报》1995,17(4):13-16

柯里奥利力是地球自转的一种惯性力，它使垂直下降的物体向东偏转，垂直上升的物体向西偏转，是形成环太平洋地震带中东西两岸构造应力差别的根本原因。  相似文献   

论板块运动的驱动力          下载免费PDF全文

谢鸣一  谢鸣谦 《地质科学》1987,(3):209-220

本文从动力学的角度讨论了板块运动的驱动机理,并提出了计算板块扩张速度的公式,然后求出了不同类型板块的扩张速度。用此公式所计算出的板块扩张速度与实际观测速度很符合。  相似文献   

一个三维水动力学模型及其在水环境中的适用性试验   总被引：3，自引：0，他引：3       下载免费PDF全文

秦伯强  David K.Stevens 《水科学进展》2001,12(2):143-152

发展了一个三维水动力学模型.该模型在水底磨擦项计算中,采用了流速的平方根法;在湍流扩散系数的估算中,采用了带稳定度函数的参数化方案;对垂直方向上的坐标进行了压缩,引入σ坐标;对时间变量则采用了分离模式技术,即外部模式(快过程)与内部模式(慢过程);而求解外部模式时,采用了显式一隐式格式交错法(ADI),从而使模型不仅计算时间缩短,且可应用于水很深而水平空间尺度很小,又有热力分层的水域中.最后作为该模型的一个实用性试验,选择了美国犹他州East Canyon水库,利用该模型探讨了温跃层对风、人流及出流变化的响应情况.  相似文献   

等幅侧向位移循环下柱混凝土纤维应变规律的试验研究     

傅剑平  李英民  王敏  陈小英  白绍良 《地震工程与工程振动》2005,25(6):88-95

在已完成的包括16个构件的等位移循环加载钢筋混凝土柱的系列试验中，通过在其中3根柱的塑性铰区沿混凝土受力方向安设位移计，较准确测定了混凝土测试标距内的平均应变在一个加载循环内的变化规律及其随周数增长的变化规律；发现了单周最大压应变随周数的增长而持续增大，单周最大名义拉应变随周数增长而持续减小的重要现象；并与柱顶水平力-水平位移滞回规律实测结果相对应，结合截面受力特征对所得单周和多周应变变化规律的成因作了分析。  相似文献   

Fault induced permanent ground deformations: Experimental verification of wet and dry soil, numerical findings’ relation to field observations of tunnel damage and implications for design     

Jrgen Johansson  Kazuo Konagai 《Soil Dynamics and Earthquake Engineering》2007,27(10):938-956

Few building codes contains provisions fault surface ruptures and accompanying soil deformations which constitutes a great risk to human lives, buildings and infrastructure. A numerical and experimental comparison show a fair agreement of result. Analysis of “real” scale show the how water increases the incompressibility of wet soil causing shear deformations to become larger and conjugate ruptures to appear for reverse faults. Field observations and numerical analysis indicates that horizontal compression of soil surrounding underground structures should be taken into account in design.  相似文献   

Equivalent force control method for generalized real‐time substructure testing with implicit integration     

Bin Wu  Qianying Wang  P. Benson Shing  Jinping Ou 《地震工程与结构动力学》2007,36(9):1127-1149

This paper presents a new method, called the equivalent force control method, for solving the nonlinear equations of motion in a real‐time substructure test using an implicit time integration algorithm. The method replaces the numerical iteration in implicit integration with a force‐feedback control loop, while displacement control is retained to control the motion of an actuator. The method is formulated in such a way that it represents a unified approach that also encompasses the effective force test method. The accuracy and effectiveness of the method have been demonstrated with numerical simulations of real‐time substructure tests with physical substructures represented by spring and damper elements, respectively. The method has also been validated with actual tests in which a Magnetorheological damper was used as the physical substructure. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Towards error‐free hybrid simulation using mixed variables     

Tarek Elkhoraibi  Khalid M. Mosalam 《地震工程与结构动力学》2007,36(11):1497-1522

Two procedures are developed and implemented in a hybrid simulation system (HSS) with the aim of enhancing the accuracy and reliability of the online, i.e. pseudo‐dynamic, test results. The first procedure aims at correcting the experimental systematic error in executing the displacement command signal. The error is calculated as the difference between command and feedback signals and correlated to the actuator velocity using the least‐squares method. A feed‐forward error compensation scheme is devised leading to a more accurate execution of the test. The second procedure employs mixed variables with mode switching between displacement and force controls. The newly derived force control algorithm is evaluated using a parametric study to assess its stability and accuracy. The implementation of the mixed variables procedure is designed to adopt force control for high stiffness states of the structural response and displacement control otherwise, where the resolution of the involved instruments may favour this type of mixed control. A simple pseudo‐dynamic experiment of steel cantilever members is used to validate the HSS. Moreover, two experiments as application examples for the two developed procedures are presented. The two experiments focus on the seismic response of (a) timber shear walls and (b) reinforced concrete frames with and without unreinforced masonry infill wall. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献