Effects of soil–structure interaction on seismic base isolation     

《Soil Dynamics and Earthquake Engineering》2014

The effects of soil–structure interaction on the performance of a nonlinear seismic base isolation system for a simple elastic structure are examined. The steady-state response of the system to harmonic excitation is obtained by use of the equivalent linearization method. Simple analytical expressions for the deformation of the base isolation system and of the superstructure at resonance are obtained in terms of an effective replacement oscillator characterized by amplitude-dependent frequency, damping ratio, and excitation. Numerical results suggest that the seismic response of a structure resting on an inelastic base isolation system may be larger when the flexibility of the soil is considered than the corresponding response obtained by ignoring the effects of soil–structure interaction. It is shown that, in the undamped case and in the absence of soil–structure interaction effects, a critical harmonic excitation exists beyond which the steady-state resonant response of the isolators and structure become unbounded.  相似文献   

平面不规则结构的实用多维反应谱计算方法     

夏玲涛  ;刘世美  ;徐汉勇 《地震学刊》2014,(3):389-394

因地震动输入方向对平面不规则结构响应的影响显著,所以本文对该类的实用多维反应谱计算方法进行了研究。首先,基于多维加速度功率谱矩阵的研究成果,引入激励输入角度和相应参数,推导了能合理考虑激励输入方向的加速度功率谱和基于平稳随机振动求解响应的计算公式。然后再引入位移谱,利用其能合理考虑激励非平稳性的特点,提出了水平双向的实用反应谱法计算公式。最后,以平面为L形的空间钢结构为例,对不同输入角度时的节点位移公式计算值与多条地震波的时程响应值进行了比较,证明该计算方法是合理的,可供结构抗震设计与分析作参考。  相似文献   

Seismic performance of an existing bridge with scoured caisson foundation   总被引：1，自引：0，他引：1  

Angelo Di Egidio  Daniele Zulli  Alessandro Contento 《地震工程与工程振动(英文版)》2014,13(1):151-162

A three-dimensional rigid body on the shape of a parallelepiped is modelled in order to rock on a side or a vertex of the base,in order to evaluate the seismic response of rigid blocks lying on a horizontal support.The center of mass of the body is considered as eccentric with respect to its geometric center.As seismic input,three Italian recorded accelerograms,with different spectral content,are used.The study is mainly conducted to highlight the differences between the seismic response of 2D and 3D models of rigid blocks,with the aim to understand if,in some cases,the use of the 3D model of rigid block is required to obtain safer results.In fact,the outcomes show that in some ranges of the geometrical and mechanical parameters that characterize the excitation and the body,a two-dimensional model,which is not able to consider the 3D rocking on a vertex,can provide unsafe results.In particular,it is found that the overturning process of the three-dimensional block can occur under excitations which are lower than those which overturn a corresponding two-dimensional block.  相似文献   

沁水盆地黄土塬区三维地震勘探激发层位试验研究     

段天柱 《地质与资源》2019,28(3):309-314

沁水盆地黄土塬区地表黄土覆盖厚度不均,地震波速度差异较大,对地震勘探的激发有较大的影响.针对区域地表地层特点,设计地震地质模型,分析不同激发层位地震正演记录.结合试验区现场试验,对比分析了正演模拟记录.结果表明,合理的激发层位能够有效压制干扰波,突出目的层位反射波,提高黄土塬区三维地震原始资料的品质.  相似文献   

Seismic spatial effects on long-span bridge response in nonstationary inhomogeneous random fields     

林家浩  张亚辉赵岩 《地震工程与工程振动(英文版)》2005,4(1):75-82

The long-span bridge response to nonstationary multiple seismic random excitations is investigated using the PEM (pseudo excitation method). This method transforms the nonstationary random response analysis into ordinary direct dynamic analysis, and therefore, the analysis can be solved conveniently using the Newmark, Wilson-θ schemes or the precise integration method. Numerical results of the seismic response for an actual long-span bridge using the proposed PEM are given and compared with the results based on the conventional stationary analysis. From the numerical comparisons, it was found that both the seismic spatial effect and the nonstationary effect are quite important, and that both stationary and nonstationary seismic analysis should pay special attention to the wave passage effect.  相似文献   

直接粉末制样-小型偏振激发能量色散X射线荧光光谱法分析地质样品中多元素   总被引：6，自引：6，他引：0  

詹秀春  樊兴涛  李迎春  王祎亚 《岩矿测试》2009,28(6)

采用小型偏振激发能量色散X射线荧光光谱仪,直接粉末制样法,分析了硅酸盐类岩石、土壤、沉积物样品.实验结果表明,主量元素的总分析精度优于2%RSD,主要受制样精度控制.不同含量的痕量元素的总分析精度一般优于5%RSD,含量低时可达约20%RSD.制样精度(方差)在分析总精度(方差)中所占的比例一般大于50%,且元素原子序数越小、含量越高(计数统计涨落小),所占的比例越大.实验还表明,对于大多数元素,在样品量大于1 g后,分析结果变化不显著;但Ba等重元素在样品量小于5 g时结果受样品量影响显著;实际分析中可以不必称量样品,但应保证所使用的样品量大于5 g.通过作为未知样品分析的标准参考物的分析结果和参校标准物质的回算结果的综合考察,并参照中国地质调查局多目标地球化学调查规范(1:25万),该方法在常规情况下可定量分析K、Ca、Ti、V、Cr、Mn、Fe、Ni、Cu、Zn、Ga、As、Rb、Sr、Y、Zr、Nb、Ba、Pb、Th等20个元素,过渡金属元素的测定限在10 mg/kg左右.由于制样方法简单,无需制样设备,该方法适合于车载野外现场快速分析.  相似文献   

隔震结构"小震不坏"的动力可靠度分析   总被引：7，自引：2，他引：5  

杜永峰  张恩海  李慧  吴永诚  赵国藩 《地震工程与工程振动》2004,24(5):84-91

本文探讨叠层橡胶隔震体系在“小震不坏”条件下的动力可靠度分析。基于等效线性化的隔震工程设计参数,建立非比例阻尼隔震结构模型。采用双过滤白噪声功率谱模型描述地震动,并用林家浩虚拟激励法进行随机响应分析。以各层的最大层间位移响应作为控制指标,取结构的弹性位移限值作为位移极限值,建立功能状态方程。根据一次二阶矩方法,用串联模式计算体系的总体可靠度。文末选用了一个7层隔震框架作为数值算例,探讨了隔震阻尼、寒冷环境、节点构造误差所引起的隔震层刚度上升,以及场地土类别等对体系动力可靠性的影响。  相似文献   

Efficient computation of cross-spectral densities in the stochastic modelling of waves and wave loads     

《Applied Ocean Research》2017

A new method is presented for efficient calculation of auto- and cross-spectral densities in the stochastic modelling of ocean waves and wave loads. As part of the short-term response analyses, the method may contribute to more efficient long-term response prediction. Specifically the cross-spectral densities of the first order wave excitation forces are considered, but the method is straightforwardly generalized to other cross-spectral densities, e.g. for wave elevation, wave kinematics or second order loads. The method can be used with any choice of directional spreading function, but special attention is given to the commonly used cos-2s type directional distribution. In addition to the development of the new method, the traditional method using the trapezoidal rule for numerical quadrature is improved by developing an adaptive way of choosing the number of integration points. The accuracy of the adaptive method and the new method is investigated, revealing rapid convergence for both methods. However, the new method appears more robust as it avoids so-called spurious hat errors. When applied to two different pontoon type floating bridges the adaptive method and the new method both achieve a great improvement in computational effort compared to the traditional trapezoidal rule method. When the dimensions of the floating bridge increase, i.e. the number of pontoons and their relative distances increase, the new method is superior with respect to computation time.  相似文献   

非一致地震激励地下综合管廊振动台模型试验研究(Ⅱ)——试验结果     

陈隽  史晓军  李杰 《地震工程与工程振动》2010,30(2)

本文以纵向非一致地震激励试验为主,对地下综合管廊振动台模型试验结果进行了分析,包括模型场地的加速度响应、结构的应变响应、结构和场地加速度响应关系、结构应变响应的原因、结构接头位移响应、结构在纵向非一致激励和一致激励下应变响应的区别。结果分析表明,本试验模型场地及模型结构设计合理,从中得到了关于地下综合管廊非一致地震激励作用下响应规律的一些新内容。  相似文献   

地球内核平动振荡的地震激发   总被引：2，自引：2，他引：0       下载免费PDF全文

江颖  徐建桥  孙和平 《地球物理学报》2015,58(1):92-102

本文利用球对称、非自转、弹性和各向同性地球模型(SNREI)理论模拟计算了地球内核平动振荡的地震激发.以2004年12月26日苏门答腊大地震为例,讨论震源机制解(标量地震矩、走向、倾角、滑动角和深度)对内核平动振荡振幅激发的影响;基于全球21个Mw8.0级以上的大地震,分别计算10个数据资料较好的超导重力台站理论上可以接收到的内核平动振荡信号的频率域振幅.结果表明标量地震矩对内核平动振荡振幅的影响最大,走向、倾角、滑动角和深度对内核平动振荡振幅也有一定影响,但是影响相对较小;不同区域获得的由大地震引起的内核平动振荡信号的幅度存在显著差异,此结果为频率域多台站加权迭积提供了计算基础.另外,只有武汉台站接收到的2011年日本Tohoku Mw9.1地震激发的内核平动振荡的振幅值达到了地球表面高精度、高灵敏度的超导重力仪检测水平,振幅值为0.0103nm·s-2.结果说明地震激发的内核平动振荡的信号极其微弱,信号几乎淹没在背景噪声中,必须利用多台站迭积法才有可能将信号提取出来.  相似文献