隧道地震响应数值模拟研究   总被引：2，自引：1，他引：1  

熊良宵  李天斌  刘勇 《地质力学学报》2007,13(3):255-260

在进行隧道地震响应的数值模拟研究时, 横向计算范围和人工边界等对计算结果有很大的影响。本文以黄草坪隧道为研究对象, 应用有限差分程序FLAC3D对其进行地震响应的数值模拟研究, 将横向计算范围分别取为隧道洞径的5倍、6倍、7倍、8倍、9倍和10倍, 并分别采用FLAC3D中的截断边界、自由场地边界和粘性边界进行计算。研究结果表明, 当地震波为P波时, 横向计算范围取为洞径的7至8倍, 人工边界采用自由场地边界或粘性边界是比较合理的。   相似文献   

一维土层非线性地震反应分析的解析递推格式法     

甘杨  李凡  李大华 《吉林大学学报(地球科学版)》2006,36(4):631-635

引入“结构动力学数值分析解析递推格式法”求解软土地基地震反应分析问题。就一维地基非线性地震反应分析问题,将解析递推格式方法与等效线性化方法在各种场地土的计算结果进行了比较,结果表明：(1) 对软土层地震反应分析时,两种方法计算结果差别较大; （2）入射波幅值较强时,两种方法计算结果差别较大;（3）对于中等硬度土层、入射波幅值较弱时,计算结果相似, 并验证了该方法的实用有效性。  相似文献   

层状半空间中洞室对入射平面SV波的散射     

尤红兵  梁建文 《岩土力学》2006,27(3):383-388

利用间接边界元法,在频域内求解了层状弹性半空间中洞室对入射平面SV波的散射问题。通过自由场反应分析,求得假想洞室边界上各点位移和各单元应力响应。在洞室边界各个单元上施加虚拟分布荷载,求得位移和应力的格林函数。根据应力边界条件确定虚拟分布荷载,将自由场位移响应和虚拟分布荷载产生的位移响应叠加起来,即得到问题的解答。比较了层状半空间和均匀半空间中洞室对入射平面SV波的放大作用。结果表明,层状半空间情况有可能导致较大的地表位移幅值,尤其是对于较低频率入射波。  相似文献   

并联基础隔震结构的地震随机响应分析     

张富有  刘汉龙  崔艺斌 《岩土力学》2006,27(11):1927-1930

运用随机振动理论,分析了地震作用下并联基础隔震结构层间最大位移的概率统计特性,导出了其均值和均方差的计算公式。选用一个采用并联基础隔震的4层钢筋混凝土框架作为数值算例,通过地震随机响应分析,得出了隔震结构各层层间最大位移的均值及均方差响应,通过增大上部结构自振频率与隔震结构自振频率的比值以及增大隔震层的摩擦屈服剪力都可以降低隔震层最大位移的均值响应。  相似文献   

基于物态本构模型的路基动力反应分析     

李宏儒  胡再强  陈存礼  谢定义 《岩土力学》2006,27(Z1):1069-1074

以动力固结理论和瞬态动力学理论为基础,将有效应力物态动本构关系引入到以动力反应与动力固结相耦合、静应力与动应力变化相耦合、孔压的产生、扩散和消散相耦合的动力三维瞬态动力学基本方程组中,形成了饱和土体有效应力物态地震反应分析的完整理论体系。利用有限元法对饱和路基进行了瞬态地震反应分析,较好地反映了土体在震动过程中剪 胀、剪缩的实际性态,比以往引进孔压模型和静-动交替分析计算更为合理。  相似文献   

农业干旱综合应变防御技术研究   总被引：9，自引：0，他引：9       下载免费PDF全文

安顺清  王馥棠  徐祥德  郭安红 《应用气象学报》2000,(Z1)

针对华北地区农业生产水平和农业干旱特点 ,于 1 996～ 1 998年进行了农业干旱监测预测、秸秆覆盖、底墒科学利用、有限水胁迫效应、深松、多功能防旱剂和有限灌溉等单项农业干旱防御技术试验研究 .在它们的防旱机理、功能和操作技术方面取得了较好的效果 .在此基础上 ,在干旱严重的 1 998～ 1 999年冬小麦生育期内 ,在河南郑州郊区、山东泰安郊区和河北固城 ,根据各地条件因地制宜地对上述技术进行组装配套集成示范试验 .结果表明 ,综合应用这些技术具有较显著的抗旱增产效能 ,小麦增产 1 0 .1 %～ 36.0 % ,耗水量减少 1 .0 %～ 1 9.0 % ,水分利用效率提高 1 0 .6%～ 60 .0 % .  相似文献   

A time-domain viscous damping model based on frequency-dependent damping ratios   总被引：2，自引：0，他引：2  

Der-Wen Chang  J. M. Roesset  Chan-Hua Wen 《Soil Dynamics and Earthquake Engineering》2000,19(8):157-558

This paper introduces the mathematics and procedures used in developing a time-dependent damping model for integration analyses of structural response. To establish the time-dependent viscous damping model, frequency-dependent damping ratios of the structure under a series of steady-state unit impulses corresponding to actual loads are first calculated. For simplicity, the ratios can be incorporated with the static stiffness of the structure to model approximately the impulse induced damping spectrum. According to the nature of the problem, these ratios can be calculated from the theoretical impedance functions and experimental observations. With the computed damping spectrum, the damping coefficient in the time domain can be obtained with the Fourier transform technique. Adopting the impulse–response method, the damping can be modeled rationally through integration with changing loads. Numerical examples are presented to show the feasibility of this model while the transform criterion is satisfied.  相似文献   

Application of neural networks in natural periods identification and simulation of prefabricated buildings response     

《Soil Dynamics and Earthquake Engineering》2000,20(1-4)

The paper deals with an application of neural networks for detection of natural periods of vibrations of prefabricated, medium height buildings. The neural network technique is also used to simulate the dynamic response at selected floor of one of the analysed buildings subject to seismic loading induced by explosives in a nearby quarry. Both the training and testing patterns were formulated on the basis of measurements performed on actual structures. The results of neural network identification of natural periods of the considered buildings obtained with different soil, geometrical and stiffness parameters are compared with the results of experiments. The application of back-propagation neural networks enables us to identify the natural periods of the buildings with accuracy quite satisfactory for engineering practice. The experimental and generated data of vibration displacements are compared and much clearer comparison is given on the phase plane: displacements versus velocities. It was stated that a good generalization takes place both with respect to displacements and velocities.  相似文献   

Mapping soil effects in Barcelona, Spain, through an integrated GIS environment   总被引：1，自引：0，他引：1  

M. J. Jimnez  M. García-Fernndez  G. Zonno  F. Cella 《Soil Dynamics and Earthquake Engineering》2000,19(4):75

Maps of soil response for the city of Barcelona have been for the first time obtained through a GIS environment that integrates the different procedures for soil response estimation within a single tool. These maps constitute part of the results of the local scale application of the computer prototype for seismic risk assessment that was developed within the European project SERGISAI. The approach involves: collection of available data relevant to local geology, implementation of geotechnical models, estimation of the reference seismic action, generation of synthetic strong-motion time histories, and soil response calculation through 1D analytical method. The resulting predictive hazard maps of predominant period and amplification ratio delineate potential variations on ground shaking and constitute a first approximation towards an integrated approach to Barcelona urban area microzonation. Analysis of the observed differences, when comparing the analytical results in this study with previous empirical studies, provides a useful feedback to establish site dependence suitability and reliability of methods, to extract information on at-present inaccessible parameters needed for the characterisation of physical properties of soil, and also to delimit those areas where further in-depth survey research is needed for a proper seismic hazard assessment.  相似文献   

Characterization of seismic hazard and structural response by energy flux     

E. afak 《Soil Dynamics and Earthquake Engineering》2000,20(1-4)

Seismic safety of structures depends on the structure's ability to absorb the seismic energy that is transmitted from ground to structure. One parameter that can be used to characterize seismic energy is the energy flux. Energy flux is defined as the amount of energy transmitted per unit time through a cross-section of a medium, and is equal to kinetic energy multiplied by the propagation velocity of seismic waves. The peak or the integral of energy flux can be used to characterize ground motions. By definition, energy flux automatically accounts for site amplification. Energy flux in a structure can be studied by formulating the problem as a wave propagation problem. For buildings founded on layered soil media and subjected to vertically incident plane shear waves, energy flux equations are derived by modeling the building as an extension of the layered soil medium, and considering each story as another layer. The propagation of energy flux in the layers is described in terms of the upgoing and downgoing energy flux in each layer, and the energy reflection and transmission coefficients at each interface. The formulation results in a pair of simple finite-difference equations for each layer, which can be solved recursively starting from the bedrock. The upgoing and downgoing energy flux in the layers allows calculation of the energy demand and energy dissipation in each layer. The methodology is applicable to linear, as well as nonlinear structures.  相似文献