非线性弹性地基上圆形薄板三次超谐共振     

杨志安  贾彩利  彭震 《地震工程与工程振动》2006,26(3):77-79

本文研究非线性地基上圆形薄板受简谐激励的次谐波共振问题。按照弹性力学理论建立非线性地基上圆形薄板受简谐激励的动力学方程。利用Galerk in方法将其转化为非线性振动方程。应用非线性振动的多尺度法求得系统满足3次超谐共振条件的一次近似解,并进行数值计算。分析阻尼、地基系数、调谐值、激励等参数对共振响应曲线的影响。  相似文献   

SMW工法圆形工作井内力分析   总被引：1，自引：0，他引：1  

宋金良  龚晓南  徐日庆 《煤田地质与勘探》2004,32(6):42-44

根据SMW工法圆形工作井结构材料组成特点及结构受力特点,并基于分载思想,提出可用于该类结构内力、变位分析的环—梁分载计算理论,并据此对一个SMW工法圆形工作井实例的结构内力,进行了计算分析,得到了该类工作井结构在形成阶段与顶进阶段的内力分布特征,特别是指出了结构材料性质沿环向分区、顶冠梁加设及竖向加筋对结构内力的影响,有关结论为进一步提高对SMW工法工作井的认识奠定了基础。   相似文献   

阿尔泰Au元素区域地球化学特征研究   总被引：1，自引：1，他引：0  

李万忠  段新力  毕武 《新疆地质》2000,18(1):85-90

１：２０万区域化探由于采样和分析方法的差异,各图幅间数据中存在着明显的系统误差和随机误差,大范围内的资料研究先要进行误差处理,在消除各种误差对Ａｕ元素含量数据影响的基础上,对阿尔泰地区成岩、成矿相关的Ａｕ元素地球化学特征信息进行了初步研究。  相似文献   

Loads on a 3D body due to second-order waves and a current     

Jesper Skourup  Kwok Fai Cheung  Harry B. Bingham  Bjarne Büchmann 《Ocean Engineering》2000,27(7)

Non-linear loads on a fixed body due to waves and a current are investigated. Potential theory is used to describe the flow, and a three-dimensional (3D) boundary element method (BEM), combined with a time-stepping procedure, is used to solve the problem. The exact free-surface boundary conditions are expanded about the still-water level by Taylor series so that the solution is evaluated on a time-invariant geometry. A formulation correct to second order in the wave steepness and to first order in the current speed is used. Numerical results are obtained for the first-order and the second-order oscillatory forces and for the second-order mean force on a fixed vertical circular cylinder in waves and a current. The second-order oscillatory forces on the body in waves and current are new results, while the remaining force components are verified by comparison with established numerical and analytical models. It is shown that the current can have a significant influence on the forces, and especially on the amplitude of the second-order oscillatory component.  相似文献   

Run-up on a body in waves and current. Fully nonlinear and finite-order calculations     

B. Büchmann  P. Ferrant  J. Skourup   《Applied Ocean Research》2000,22(6)

Run-up on a large fixed body in waves and current have been calculated using both a fully nonlinear time-domain boundary element model and a finite-order time-domain boundary element model, the latter being correct to second order in the wave steepness and to first-order in the current strength. The results from the two models agree well in the low Froude number and low wave steepness regime. This serves as a cross-validation of the two boundary element models. Furthermore, the two sets of data provide an excellent method for examining the domain of validity for the second-order method. Such limits are, for the case studied, given in terms of maximum Froude number and maximum wave steepness.  相似文献   

纤维加固混凝土圆截面短柱抗震性能试验研究   总被引：3，自引：0，他引：3  

王伟  宋坤  王大鹏 《世界地震工程》2008,24(4)

通过对3根抗剪不足的混凝土圆截面短柱的拟静力试验,不仅验证了横向包裹的碳纤维布能提高短柱的抗剪承载力,改善混凝土的变形性能,从而提高短柱的抗震性能,同时验证了具有一定破损的短柱经碳纤维布强约束加固后,同样具有良好的抗震性能。文章最后对碳纤维布加固短柱的延性提高机理进行了分析。  相似文献   

Time-history responses on the surface by regularly distributed enormous embedded cavities:Incident SH-waves          下载免费PDF全文

Mehdi Panji  Saeed Mojtabazadeh Hasanlouyi 《地震科学（英文版）》2018,31(3):137-153

The time-history responses of the surface were obtained for a linear elastic half-plane including regularly distributed enormous embedded circular cavities subjected to propagating obliquely incident plane SH-waves. An advanced numerical approach named half-plane time-domain boundary element method(BEM), which only located the meshes around the cavities, was used to create the model. By establishing the modified boundary integral equation(BIE)independently for each cavity and forming the matrices, the final coupled equation was solved step-by-step in the timedomain to obtain the boundary values. The responses were developed for a half-plane with 512 cavities. The amplification patterns were also obtained to illustrate the frequencydomain responses for some cases. According to the results,the presence of enormous cavities affects the scattering and diffraction of the waves arrived to the surface. The introduced method can be recommended for geotechnical/mechanical engineers to model structures in the fields of earthquake engineering and composite materials.  相似文献   

土质边坡稳定性影响因素的研究   总被引：2，自引：0，他引：2  

肖桃李  李新平  米健 《地质灾害与环境保护》2007,18(2):89-93

边坡稳定性涉及到诸多因素,引入人工神经网络预测边坡稳定性的方法--误差逆传播学习算法效果显著.边坡稳定性预测系统的输入信息包括岩土体参数、几何参数等,而输出信息则是网络预测的稳定系数和稳定状态.土质边坡主要以圆弧滑移破坏为主,通过人工神经网络预测的结果与实际监测结果的对比分析,证实了BP神经网络在评价土质边坡稳定性方面的效果显著;并在此基础上分析了土质边坡影响因素对边坡稳定性的影响程度.  相似文献   

经济欠发达地区生态示范区建设的特殊性——以平凉市国家级生态示范区建设试点为例     

常跟应  王文瑞 《干旱区地理》2007,30(5):766-771

生态示范区建设是我国贯彻可持续发展的重要举措,生态理论、循环经济理论和可持续发展理论是生态示范区建设的基本理论。以甘肃省平凉市国家级生态示范区建设试点为例,从经济发展水平和环境状况方面比较分析、定性评价了平凉市可持续发展的现状水平。在此基础上,从实现可持续发展、发展生态产业和循环经济的可行性的角度,指出平凉市生态示范区建设具有外部支持、有限目标、在生态工业发展中把污染物的过程控制与末端治理结合起来、强化典型农业生态区示范等特殊性。生态示范区建设模式具有地域特色,只有关注地域特色,生态示范区建设才能取得更大成效。  相似文献   

空间数据挖掘的区域循环经济决策支持框架设计     

梅新  牛振国  吴孟泉  杨小冬 《地球信息科学学报》2007,9(1):88-92

循环经济是实现可持续发展的重要保证。本文在区域可持续发展决策支持系统研究成果的基础上,结合空间数据挖掘技术,提出区域循环经济空间决策支持系统的框架设计。并介绍了空间数据挖掘在区域循环经济决策中的一些应用。  相似文献