云南永胜期纳盆地的场地放大   总被引：1，自引：1，他引：0  

李白基  秦嘉政  叶建庆  钱晓东 《地震研究》2005,28(2):157-161

根据2001年云南永胜Ms6．0地震的57个余震的304条数字地震记录,用线性反演法得出了期纳盆地相对于三道河台频率1．5～20Hz的S波场地放大。有实际放大作用的频率在10Hz以下,期纳台、半屏台和黄泥田台的放大峰值在4．5Hz处,糖厂台和龙门村台的放大峰值在7．5Hz处。所有台的峰值都约为三道河台的两倍。用永胜(基岩)区域数字地震台的记录作参考核算,10Hz以下,三道河台的场地放大约为1,其余台约为2,所以三道河台可作为基岩台看待。  相似文献   

层状半空间中洞室对平面SH波的放大作用   总被引：1，自引：0，他引：1  

梁建文  巴振宁 《地震工程与工程振动》2012,32(2):14-24

利用间接边界元法,求解了弹性层状半空间中洞室对入射平面SH波的放大作用问题,并以基岩上单一土层中洞室对入射平面SH波的放大作用为例进行了数值计算分析。本文模型的特点之一是考虑了层状场地的动力特性,因而更接近于实际工程;特点之二是计算精度非常高。研究表明,层状半空间中洞室对波的放大作用与均匀半空间中情况有着本质的差别;层状半空间中洞室附近地表动力响应由土层动力特性和洞室对波的散射二者共同决定。土层动力特性不仅影响洞室附近地表位移的幅值,还会影响地表位移的频谱。在土层的前几阶共振频率附近,随着基岩与土层剪切波速比的增大,土层的影响随之增大,而随着土层厚度的增加,土层的影响随之减小,并逐渐趋于均匀半空间情况。  相似文献   

大型地下洞室群地震水平加速度传播特征研究     

张玉敏  孙丽梅  朱泽奇 《世界地震工程》2012,28(1):44-49

考虑了高山峡谷基岩场地的深度衰减效应,假设地震危险性分析提供的水平峰值加速度的所在位置,选用攀枝花—会理地震波,通过基线校正和高频滤波作为实际地震动输入,利用FLAC3D软件对某水电站大型地下洞室群进行了地震水平加速度传播特性的研究。数值分析结果表明,厂房周围监测点水平加速度时程和输入地震水平加速度时程相似,但存在0.08～0.12s的滞后时差,输入地震动水平峰值加速度向上传播时具有放大效应,在洞室群附近放大两倍左右。所得结果对大型地下洞室群地震动传播特征问题研究具有一定的参考意义。  相似文献   

Amplification of in-plane seismic ground motion by group cavities in layered half-space (Ⅰ)          下载免费PDF全文

Jianwen Liang  Ji Zhang  Zhenning Ba 《地震科学（英文版）》2012,25(4):275-285

Amplification of in-plane seismic ground motion by underground group cavities in layered half-space is studied both in frequency domain and time domain by using indirect boundary element method (IBEM), and the effect of cavity interval and spectrum of incident waves on the amplification are studied by numerical examples. It is shown that there may be large interaction between cavities, and group cavities with certain intervals may have significant amplification to seismic ground motion. The amplification of PGA (peak ground acceleration) and its PRS (peak response spectrum) can be increased up to 45.2% and 84.4%, for an example site in Tianjin, under the excitation of Taft wave and El Centro wave; and group cavities may also affect the spectra of the seismic ground motion. It is suggested that the effect of underground group cavities on design seismic ground motion should be considered.  相似文献   

汶川地震远场黄土场地地震动场地放大效应机制研究     

吴志坚  王兰民  陈拓  王平 《岩土力学》2012,33(12):3736-3740

通过汶川地震震后科学考察发现,汶川地震局部场地的震害和地震动放大效应明显,地震对甘肃省境内远离震中的黄土地区造成了较为严重的破坏。在此基础上,结合钻孔波速测试,运用二维等价线性时程响应动分析法对甘肃省平凉市典型黄土塬进行了地震动力响应计算,分析了该地区局部场地条件对地震动放大效应的影响。研究发现,黄土塬具有地震动放大效应,随着塬高的增加,加速度、速度、位移均出现放大效应;随着地震动在黄土覆盖层中的传递,卓越频率向低频移动,高频成分被吸收,加速度反应谱中长周期分量逐渐增大。数值计算结果与实际震害基本吻合,其结果对黄土地区进行合理的抗震设防具有一定的科学意义。  相似文献   

含泥化夹层反倾岩质边坡动力响应的大型振动台试验   总被引：1，自引：0，他引：1       下载免费PDF全文

范刚  张建经  付晓 《地震工程学报》2015,37(2):422-427

针对含泥化夹层反倾岩质边坡制作相似比为1∶30的试验模型进行大型振动台试验,研究泥化夹层饱水前(天然含水状态)和饱水状态下边坡的加速度和位移响应规律,探讨边坡的破坏模式。试验结果表明:泥化夹层饱水后坡面水平向加速度放大系数小于饱水前;泥化夹层饱水前和饱水后随着相对高度的增加,坡面水平向加速度放大系数呈现非线性增加的趋势,其整体上大于坡体内部的加速度放大系数;坡面位移从下至上在泥化夹层饱水前,呈现出非线性增长特性;饱水后位移呈先增大后减小,临近坡肩处坡面最大,坡面呈现鼓出形态。泥化夹层饱水前,在幅值为0.3g的地震波作用下坡体仅出现坡肩局部掉块;饱水后,输入地震动幅值≥0.4g时,坡体先出现坡肩的局部掉块,随后坡体沿中上部的饱和泥化夹层滑动剪出,与此同时,坡体中上部出现纵向裂隙并与水平裂隙贯通,坡顶被震碎。  相似文献   

Effect of depth of soil stratum on performance of buildings for site-specific earthquakes     

P. Kamatchi  J. Rajasankar  Nagesh R. Iyer  N. Lakshmanan  G.V. Ramana  A.K. Nagpal 《Soil Dynamics and Earthquake Engineering》2010

Towards formulating guidelines for performance evaluation of buildings to site-specific earthquakes, studies are reported in literature on the effect of various critical parameters. No study is, however, reported on the effect of depth of soil stratum. In this paper, a methodology is proposed and applied for performance evaluation of buildings for site-specific earthquakes including depth of soil stratum as a parameter. The methodology integrates independent procedures meant for performance evaluation of buildings and site-specific seismic analysis. Application of the proposed methodology enables to determine performance point of a building in terms of inelastic displacement and base shear. Numerical application of the methodology is demonstrated using the particulars of Delhi region. Two typical RC buildings (B1 and B2) with significantly different inelastic behaviour, assumed to be located on soil depths ranging from 10 to 200 m are chosen for the application study. Capacity spectra of the buildings are generated from nonlinear static analysis. Studies indicate that for building B1, with elasto-plastic behaviour, the depth of soil stratum strongly influences demand on inelastic displacement compared to that on inelastic base shear. For building B2, with continuously varying inelastic behaviour, the depth of soil stratum is observed to have significant influence on both the inelastic base shear as well as inelastic displacement. Responses of the buildings are compared with that obtained based on design spectrum of Indian seismic code. For both the cases, inelastic displacements as well as inelastic base shears are underestimated by Indian seismic code for certain depths of soil stratum. Proposed methodology enables the calculation of realistic values of inelastic base shear and corresponding displacement of a building for site-specific earthquakes by considering the actual characteristics of soil stratum.  相似文献   

Experimental evaluation of dynamic deformation characteristics of sheet pile retaining walls with fiber reinforced backfill     

R. Jamshidi  I. Towhata  H. Ghiassian  A.R. Tabarsa 《Soil Dynamics and Earthquake Engineering》2010

Fiber reinforced soil behaves as a composite material in which fibers of relatively high tensile strength are embedded in a matrix of soil. Shear stresses in the soil mobilize tensile resistance in the fibers, which in turn imparts greater strength to the soil. In this paper a study on the influence of synthetic fibrous materials in improving the dynamic response characteristics of fine sandy soil is reported. The project aims at converting fibrous carpet waste into a value-added product for soil reinforcement. A series of five shaking table tests using rigid box were carried out on Toyoura sand specimens reinforced with randomly distributed geotextile strips. The dynamic deformation characteristics of the reinforced sand are defined in terms of wall lateral deformation and rotation. The results clearly indicate the effectiveness of fiber reinforcement in improving dynamic properties of fine sand and deformation characteristics of fiber reinforced sheet pile retaining wall during shaking.  相似文献   

A neural network based methodology to predict site-specific spectral acceleration values     

Kamatchi P  Rajasankar J  Ramana GV  Nagpal AK 《地震工程与工程振动(英文版)》2010,9(4):459-472

A general neural network based methodology that has the potential to replace the computationally-intensive site-specific seismic analysis of structures is proposed in this paper. The basic framework of the methodology consists of a feed forward back propagation neural network algorithm with one hidden layer to represent the seismic potential of a region and soil amplification effects. The methodology is implemented and verified with parameters corresponding to Delhi city in India. For this purpose, strong g...  相似文献   

溪洛渡水电站出线竖井爆破振动效应研究   总被引：1，自引：0，他引：1  

李新平  孟建  徐鹏程 《岩土力学》2011,32(2):474-480

对溪洛渡水电站左岸出线竖井开挖爆破的振动速度进行了现场测试。运用萨道夫斯基公式对测试数据进行回归分析,得到了竖井爆破掘进中地震波传播衰减公式。利用该式预测距离井底高程差为18.2～24.5 m处范围内测点的振动速度,并与实测数据进行对比。结果显示,竖井爆破振动的传播存在高程放大效应,水平振速放大系数约为1.49～2.24,垂直振速放大系数约为1.78～2.73;通过考虑高程效应对萨道夫斯基公式进行了修正,得到考虑高程因子的衰减公式,线性关系显著,对存在高程放大效应的爆破振动预测具有借鉴意义。运用动力有限元分析方法对竖井结构在爆炸冲击波荷载作用下的结构响应进行数值模拟,数值模拟结果与现场测试结果的对比表明,当相对高差不大时,两者整体趋势比较吻合,距离井底0～15 m,振动速度快速衰减,振动速度峰值衰减幅度超过总体幅度的60%;距离井底超过30 m,衰减不超过总幅度的10%。采用岩石-混凝土强度破坏准则对竖井构筑物在爆炸冲击荷载作用下的稳定性进行了强度校核,为竖井后续施工安全提供了参考。  相似文献