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   

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   

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   

Response spectral amplification ratios from 1- and 2-dimensional nonlinear soil site models     

Jian Zhang  John X. Zhao 《Soil Dynamics and Earthquake Engineering》2009

In order to determine the effect of geometry on the ground response of 2-dimensional (2-D) basins filled with soils that can develop nonlinear response, we use three basin models with width/depth ratios 3, 6 and 10. The three basins are subjected to a suite of rock site records with various magnitudes and source distances. We compute response spectral amplification ratios at four locations on the surface of the 2-D basins, and determine the average variation of the amplification ratios with respect to excitation spectra, for peak ground acceleration (PGA) and 3 spectral periods of 0.2, 0.5, 1 s. Similarly, we compute the average response spectral amplification ratios for two 1-dimensional (1-D) nonlinear models, one having the soil profile at the basin centre and the other having a soil profile at half the depth of the basin. From the relationship between the average amplification ratios and excitation spectra, we determine the cross-over point in terms of excitation spectral values that separate the amplification range from the deamplification range. Our results show that the cross-over point varies significantly from one location to another on the ground surface and from one basin to another, in a range of 0.3–1.1g for PGA. The effects of basin geometry are very strong at weak and moderate excitation, but decrease with increasing excitation spectra in a significant portion around the basin centre. Our results provide some justification for using 1-D models for 2-D basins with a width/depth ratio ?6 if the soil site is subjected to strong ground shaking.  相似文献   

Broadband frequency-dependent amplification of seismic waves across Bucharest, Romania     

Henriette Sudhaus  Joachim Ritter 《Journal of Seismology》2009,13(4):479-497

The determination of seismic amplitude amplification is a fundamental contribution to seismic hazard assessment. While often only high-frequency amplitude variations (>1 Hz) are taken into account, we analyse broadband waveforms from 0.14 to 8.6 Hz using a temporary network of 32 stations in and around the earthquake-prone city of Bucharest. Spectral amplitudes are calculated with an adaptive multiple-taper approach. Across our network (aperture 25 km × 25 km), we find a systematic northwest/southeast-oriented structural influence on teleseismic P-wave amplitudes from 0.14 to 0.86 Hz that can be explained by constructive interference in the dipping Cenozoic sedimentary layers. For higher frequencies (1.4–8.75 Hz), more local site effects prevail and can be correlated partly among neighbouring stations. The transition between systematic and localised amplitude variations occurs at about 1 Hz.  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   

黄海南部小黄鱼群体遗传多样性研究   总被引：20，自引：0，他引：20  

许广平  仲霞铭  丁亚平  刘培庭  汤建华  许璞 《海洋科学》2005,29(11):34-38

以黄海南部吕泗渔场的小黄鱼（Pseudosciaena polyactis）群体为研究对象,采用ISSR技术对其遗传多样性进行分析。在使用的99个引物中,有10个引物可扩增出清晰稳定的条带,共计64条,分子质量在300-3000bp。其中多态性片段42条,多态性片段比例为65．63％,个体间相似性系数0．6667-43．8764,平均为0．7813,个体间平均遗传差异为0．2187。Shannon多样性指数12．0832,多样性值0．1888。表明黄海南部小黄鱼群体保持较高的遗传多样性,具有较大的变异潜力。提出应采取有效管理保护措施,以维持小黄鱼群体的遗传多样性水平,使该渔业资源得到合理利用。  相似文献   

Observation and study on the whole process of cloud-to-ground lightning using narrowband radio interferometer     

GuangShu Zhang  YuXiang Zhao  XiuShu Qie  Tong Zhang  YanHui Wang  ChengPin Chen 《中国科学D辑(英文版)》2008,51(5):694-708

A narrowband radio interferometer has been developed and used to locate the entire sources of VHF radiations from a negative cloud-to-ground (CG) lightning discharge which contains 19 strokes. This system uses five antennas to form an array consisting of short- and long-baselines along two or- thogonal directions. The system error which comes from frequency conversion is reduced by phase detection through direct high frequency amplifying. An interactive graphic analysis procedure is used to remove the fringe ambiguities which exist inherently in interferometry and to determine the direction of lightning radiation sources in two dimensions (azimuth and elevation) as a function of time at a time resolution of microsecond orders. With the developed system, the whole progression process in time and space of a lightning flash can be reconstructed. In this paper, combining the synchronous data of electric filed change and VHF radiation, the whole processes of an example negative CG flash have been studied in detail. It is found that the preliminary breakdown event of the CG flash started from negative charge region and exhibited firstly a downward pregression and then an upward propagation. There were very intense and continuous radiations during stepped leaders which became much stronger when the first return stroke began. In contrast, there were less and only discrete radiations during dart leaders. Stepped leader and dart leader may transform to each other depending on the state of the ionization of the path. The progression speed of initial stepped leaders was about 105 ms?1, while that was about 4.1×106 and 6.0×106 ms?1 for dart leaders and dart-stepped leaders, respectively. M events produced hook-shaped field changes accompanied by active burst of radiations at their begin- nings. Followed these active radiation processes, M events appeared to contact finally into conducting main discharge channels. The mean progression speed of M events was about 7×107 ms?1, greater than that of the dart leaders and dart-step leaders. K events and attempted leaders were essentially the same as dart leaders except that they could not reach the ground and initiate return strokes.  相似文献