A method for estimating specimen tangent stiffness for hybrid simulation   总被引：2，自引：0，他引：2  

Chung‐Chan Hung  Sherif El‐Tawil 《地震工程与结构动力学》2009,38(1):115-134

Researchers have long recognized the importance and potential benefits of utilizing the tangent stiffness matrix of a test specimen in hybrid simulations employing implicit and mixed‐integration schemes. However, the computation of the tangent stiffness matrix during testing has proved to be challenging, particularly for test specimens with more than one degree of freedom (dof). This paper presents a new methodology that is more straightforward and simpler than existing techniques for computing the tangent stiffness matrix of a multi‐dof test specimen. The proposed method is combined with the operator‐splitting method (OSM), and the capabilities, advantages and limitations of the new formulation are demonstrated through several examples. The accuracy, stability, and error propagation characteristics of the modified OSM are also studied theoretically as well as numerically. The research results show that the proposed algorithm provides results that are better than those produced via the regular OSM alone, especially for damped structures undergoing highly inelastic behavior during testing. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Progressive collapse analysis through strength degradation and fracture in the Mixed Lagrangian Formulation     

O. Lavan  M. V. Sivaselvan  A. M. Reinhorn  G. F. Dargush 《地震工程与结构动力学》2009,38(13):1483-1504

The dynamic analysis of progressive collapse faces a great number of obstacles that often lead to the collapse of the analysis prior to the actual analysis of collapse. Hence, the Mixed Lagrangian Formulation that has been shown to be very robust was adopted as a framework to accommodate such analysis. By modifying the loading function and the numerical scheme, the capabilities of this framework were extended to account for strength degradation and fracture, while some insight to its behavior is introduced as well. The examples presented show a very robust and stable behavior of the numerical scheme in terms of the time step size required, even in cases where a sudden fracture takes place. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Impedance matrices for circular foundation embedded in layered medium     

Gin-Show Liou  I.L. Chung 《Soil Dynamics and Earthquake Engineering》2009

A numerical scheme is developed in the paper for calculating torsional, vertical, horizontal, coupling and rocking impedances in frequency domain for axial-symmetric foundations embedded in layered media. In the scheme, the whole soil domain is divided into interior and exterior domains. For the exterior domain, the analytic solutions with unknown coefficients are obtained by solving three-dimensional (3D) wave equations in cylindrical coordinates satisfying homogeneous boundary conditions. For the interior domain, the analytical solutions are also obtained by solving the same 3D wave equations satisfying the homogeneous boundary conditions and the prescribed boundary conditions. The prescribed conditions are the interaction tractions at the interfaces between embedded foundation and surrounding soil. The interaction tractions are assumed to be piecewise linear. The piecewise linear tractions at the bottom surface of foundation will be decomposed into a series of Bessel functions which can be easily fitted into the general solutions of wave equations in cylindrical coordinates. After all the analytic solutions with unknown coefficients for both interior and exterior domains are found, the variational principle is employed using the continuity conditions (both displacements and stresses) at the interfaces between interior and exterior domains, interior domain and foundation, and exterior domain and foundation to find impedance functions.  相似文献   

静三轴试验中水泥土力学特性及本构模型研究   总被引：6，自引：1，他引：5  

王军  丁光亚  潘林有  蔡袁强  高玉峰 《岩土力学》2010,31(5):1407-1412

通过不排水三轴压缩试验对水泥土的力学特性进行研究,重点分析了围压与水泥掺入比对水泥土体强度、孔压及刚度的影响。试验结果表明,随着围压与水泥掺入比的增加,水泥土体的强度与刚度均增加,而孔压随之减少;随着轴应变的增加,刚度逐渐减少。而在加载初期,刚度衰减较快,随着轴应变的继续增加曲线渐趋平缓,衰减现象并不明显;随着无量纲化偏应力的增加,无量纲化刚度逐渐减少,并且两者为曲线关系。通过对水泥土的刚度软化规律进行描述,得到了修正的邓肯-张模型。通过对试验曲线进行回归分析确定了模型参数。与实测数据对比发现,该修正模型不仅可以较好地模拟水泥土的应力-应变关系,还体现了水泥土应变软化型曲线的特点。  相似文献   

摩擦摆基础隔震上部偏心结构地震反应影响因素分析   总被引：1，自引：0，他引：1  

王建强  金建洲  丁永刚  李大望 《世界地震工程》2010,26(1)

对上部结构存在偏心的摩擦摆基础隔震结构进行了水平双向地震作用下的地震反应分析,研究了上部结构偏心距和抗扭刚度对结构地震反应的影响。分析表明:上部结构偏心距对上部结构和隔震层的位移反应和加速度反应均有较大影响,即使在上部结构偏心距较小时,其对结构地震反应仍有一定程度的影响;上部结构的抗扭刚度对上部结构的加速度反应影响较小,而对上部结构的位移反应影响较大;上部结构的抗扭刚度对隔震层的加速度反应和位移反应影响较小。因而,对于上部结构存在偏心的摩擦摆基础隔震结构,应减小上部结构偏心距并增大其抗扭刚度以减小摩擦摆基础隔震结构的扭转反应。  相似文献   

岩体稳定分析的广义条分法初步探讨   总被引：2，自引：0，他引：2  

杨松林  周创兵  易珍莲 《岩土力学》1999,20(1):27-31

针对传统竖直条分法和萨尔玛法应用于岩体边坡稳定分析的缺点,提出了适用范围更为广泛的广义条分法,阐明了广义条分法的基本原理,并采用优化搜索的方法给出了相对最危险的潜在滑面及其稳定系数,编制了相应程序,最后结合实例论证了广义条分法的合理性和优越性。  相似文献   

桩端条件对灌注桩荷载传递特性的影响   总被引：6，自引：1，他引：5  

袁振  陈锦剑  王建华 《岩土力学》2006,27(8):1398-1402

以荷载传递法为基础,研究了桩端条件对灌注桩荷载传递特性的影响。采用考虑桩侧软化的三阶段荷载传递函数,并以三折线模型模拟桩端土劣化或沉渣的影响,通过静力平衡条件建立微分控制方程。以桩端沉降和端阻力为边界条件,并将桩侧双曲线段的非线性两阶常微分方程转化为积分方程,并用数值方法求解,可以得到桩身任意截面的沉降、轴力和侧摩阻力。通过参数分析,研究了不同桩端刚度和不同沉渣厚度下灌注桩的荷载-沉降曲线和桩侧摩阻力的分布情况,讨论桩端条件对单桩荷载传递特性的影响。对两组相邻试桩的工程实例进行分析计算,结果表明,该方法能较好地反映实际情况。  相似文献   

基于等效刚度原理的损伤梁位移变化研究     

王英  赵人达 《岩土力学》2006,27(Z2):101-104

对构件和结构损伤后的力学性能变化研究一直是世界各国学者十分关注的问题。从现有文献得知,大多研究者以损伤力学及断裂力学为基本理论,按照等效应变原理研究结构及构件的损伤。作者根据等效刚度原理定义损伤程度,对损伤采用损伤位置、损伤程度和损伤长度三个参数来描述,从材料力学平面弯曲理论出发,运用小变形的平面弯曲挠曲线近似微分方程,并引入损伤程度的定义,推导出恒载作用下损伤梁转角和挠度方程的隐含表达式。对悬臂损伤梁进行了各种损伤情况下转角和挠度数值计算结果的对比分析,总结出了其位移变化规律。本研究的目的是为了充分有效地认识损伤梁的性能变化,期望为结构的健康检测、损伤识别理论研究奠定基础。  相似文献   

贵州喀斯特山区的土壤侵蚀性退化及其防治   总被引：36，自引：6，他引：30  

苏维词 《中国岩溶》2001,20(3):217-223

论述了贵州喀斯特山区土壤侵蚀性退化的三种类型(石漠化、土壤贫瘠化、土壤结构性恶化)及特征,从岩性、地貌、人类活动等方面详细剖析了土壤侵蚀性退化的成因机理,指出土壤生态系统的脆弱性是喀斯特山区土壤侵蚀性退化的内因,而不合理的人类活动则是该地区土壤侵蚀性退化的诱因和外动力。在此基础上,根据各喀斯特地域的具体情况,结合实施西部大开发战略中有关生态建设的要求,提出了保护抢救喀斯特山区土壤资源、防治土壤退化的对策措施。   相似文献   

寒区路面   总被引：1，自引：0，他引：1  

GuyDore 《冰川冻土》2002,24(5):593-600

The article mainly discusses several essential problems of cold region pavement, including thermal cracking of asphalt concrete, cracking deterioration and heaving, frost heave, seasonal and long term roughness induced by different frost heave, frost heave cracking, bearing capacity loss during spring thaw. The reason for these problems is that cold region pavements are subjected to intense solicitation by climatic and environmental factors. The author offers several models corresponding to the solicitation. Furthermore in conclusion of the article the author indicates future research for cold region.  相似文献