海域不同类别场地地震动参数变化规律研究     

王笃国  尤红兵  张合  吕国军 《震灾防御技术》2021,16(1):116-122

基于海域场地分类标准，选取南海海域实测钻孔作为计算模型，同时人工构造部分钻孔计算模型，对126条不同特性地震动输入下5种类别场地计算模型开展土层反应分析计算，分析不同地震动输入下不同海域场地峰值加速度和特征周期变化规律。结果表明，场地类别和地震动输入强度显著影响峰值加速度放大系数和特征周期，场地土越软，地震动输入强度越大，峰值加速度放大系数越小，特征周期越大。根据研究结果给出不同地震动输入下不同海域场地峰值加速度放大系数、特征周期变化范围，为海域场地工程抗震设防和编制海域地震动参数区划图提供参考。  相似文献   

Sensitivity analysis of site effects on response spectra of pipelines     

M. Hadid  H. Afra   《Soil Dynamics and Earthquake Engineering》2000,20(1-4)

In this paper, a numerical sensitivity analysis of the site effect on dynamic response of pipelines embedded in some idealised soil deposits resting on a halfspace covering a wide range of soil profiles encountered in practice and subjected to vertically propagating shear waves, is presented. The power spectrum of the lateral differential displacement between two distant points due to the site effect is formulated analytically by using an analytical amplification function of a viscoelastic inhomogenous soil profile overlying either a compliant halfspace or a bedrock, represented by a more realistic continuous model. Also, Kanai-Tajimi spectrum parameters are estimated and expressed analytically from the soil profile model. Finally, results in the form of stochastic response spectrum of pipelines, for different key soil and pipeline parameters, are given and discussed.  相似文献   

Two-dimensional scattering and diffraction of P- and SV-waves around a semi-circular canyon in an elastic half-space: An analytic solution via a stress-free wave function     

《Soil Dynamics and Earthquake Engineering》2014

A well-defined boundary-valued problem of wave scattering and diffraction in elastic half-space should have closed-form analytic solutions. This two-dimensional (2-D) scattering around a semi-circular canyon in elastic half-space subjected to seismic plane and cylindrical waves has long been a challenging boundary-value problem. In all cases, the diffracted waves will consist of both longitudinal (P-) and shear (S-) rotational waves. Together at the half-space surface, these in-plane longitudinal P- and shear SV-waves are not orthogonal over the infinite half-space flat-plane boundary. Thus, to simultaneously satisfy both the zero normal and shear stresses at the flat-plane boundary, some approximation of the geometry and/or wave functions often has to be made, or in some cases, relaxed (disregarded). This paper re-examines this two-dimensional (2-D) boundary-value problem from an applied mathematics points of view and redefines the proper form of the orthogonal cylindrical-wave functions for both the longitudinal P- and shear SV-waves so that they can together simultaneously satisfy the zero-stress boundary conditions at the half-space surface. With the zero-stress boundary conditions satisfied at the half-space surface, the most difficult part of the problem will be solved, and the remaining boundary conditions at the finite-canyon surface are then comparatively less complicated to solve. This is now a closed-form analytic solution of the 2-D boundary-valued problem satisfying the half-space zero-stress boundary conditions exactly.  相似文献   

Seismic wave amplification: Basin geometry vs soil layering   总被引：1，自引：0，他引：1  

J.F. Semblat  M. Kham  E. Parara  P.Y. Bard  K. Pitilakis  K. Makra  D. Raptakis 《Soil Dynamics and Earthquake Engineering》2005,25(7-10):529-538

  相似文献   

3D configuration of Mygdonian basin and preliminary estimate of its site response   总被引：1，自引：0，他引：1  

D.G. Raptakis  M.V. Manakou  F.J. Chvez-García  K.A. Makra  K.D. Pitilakis 《Soil Dynamics and Earthquake Engineering》2005,25(11):871-887

Euroseistest is currently the longest running test site in the world. It was originally defined as the 2D cross-section of the Mygdonian basin going from Profitis to Stivos villages. In this paper, we present the first results of the effort to extend the idea of test site to a larger portion of the whole sedimentary structure, i.e. the extension of the idea of Euroseistest from a 2D to a 3D structure. To this end we have compiled available geological and geotechnical information. We have analyzed microtremor and earthquake data recorded seven years ago, that had not been thoroughly exploited. We present the results of the analysis of H/V spectral ratios from microtremors recorded at 195 sites, and from earthquake records at 14 stations. The results are validated through comparison with the well studied 2D cross-section. In addition to this, the geometry of the edges of the basin has been deduced from electrical tomographies. The synthesis of all these data allowed us to propose reliable map of dominant frequencies throughout the basin, a good constrain on the geometry of the basin at the edges, and shear-wave velocity profiles at some points. Our results indicate that average shear-wave velocity is not constant throughout, and thus the dominant frequency map is not a faithful image of the geometry of the basin. We have also obtained a reliable estimate of the site response throughout the basin. The results have been used to plan an additional measurement campaign, and are currently used to compute site response using a 3D seismic modelling code. We expect that the usefulness of Euroseistest to understand site effects in 3D geological structures will be as large as it has been in its 2D phase.  相似文献   

Linear Amplification of Horizontal Strong Ground Motion in Zagreb (Croatia) for a Realistic Range of Scaled Point Sources   总被引：2，自引：0，他引：2  

Marijan Herak  Ivan Lokmer  Franco Vaccari  Giuliano F. Panza 《Pure and Applied Geophysics》2004,161(5-6):1021-1040

— The linear amplification of the larger horizontal component of strong ground motion along a selected profile in the city of Zagreb is estimated by examining the synthetic waveforms corresponding to a suite of 16 realistically chosen scaled point sources. The accelerograms, computed for the average bedrock model by modal summation, are propagated through local laterally heterogeneous anelastic models by the finite-difference algorithm. The ratio of peak ground acceleration (PGA) and of the response spectra (RS), obtained by using local and bedrock models, define the PGA and RS amplification AMP(PGA) and AMP(RS), respectively. Even variations of the order of commonly observed uncertainties of only dip and rake angles of the causative fault show that both AMP(PGA) and AMP(RS) vary at some sites by more than a factor of two. It follows that, especially for strongly laterally heterogeneous structures, local effects must be determined for each of the relevant sources considering all associated uncertainties as completely as possible. Such a conclusion certainly holds for the case of the microzonation of Zagreb, where the local geology is quite complex, and the seismicity is not confined to a single seismic source zone.  相似文献   

软弱夹层特性对地震波强度影响的模拟研究   总被引：7，自引：2，他引：7  

黄润秋  余嘉顺 《工程地质学报》2003,11(3):312-317

模拟了隐伏软弱夹层的弹塑性参数对其地震波放大效应的影响,发现当软弱层波速不大于上下围岩的 30 %时,就会在特定的频率上产生相当显著的地震动放大作用。研究结果表明,夹层放大作用的强度主要与其波速有关,而与密度及品质因素关系不大。研究还发现,这种放大作用的强度受软弱层波速与厚度之间的某种关系制约。这种关系的规律尚待通过进一步的理论分析或大量模拟研究去揭示。  相似文献   

Model study of a shoreline wave-power system     

Ruo-Shan Tseng  Rui-Hsiang Wu  Chai-Cheng Huang 《Ocean Engineering》2000,27(8)

A wave-power system which combines the concept of a breakwater and a harbor resonance chamber was developed in this study. In the caisson chamber, a multi-resonant oscillating water column (MOWC) was formed to push or suck air through the air turbine and thus continuously generated the power. The proposed wave-power system has two aims in mind: one is shore protection and the other is to extract energy from the ocean. To achieve an optimal effect of harbor resonance when excited by incident waves of various periods, a 60° opening of the cylindrical chamber with an entrance section and an arc-shaped curve board in front of the caisson was designed. In order to assess the energy-conversion efficiency and the hydraulic performance, a 1/20 model of this system was constructed and tested in the wave tank under various wave conditions. Our experimental data for the amplification factor of the MOWC agree well with previous theoretical results [Lee, J.J., 1971. Journal of Fluid Mechanics 45, 375–394]. The curve board proves to be useful: it not only broadens the resonant period but also increases the energy-extraction rate. The reflection coefficient was found to be generally low and to decrease with increasing wave height. However, due to the relatively high energy loss of the MOWC, only 28.5% of the incident-wave energy was converted into air energy, indicating that there are still areas for further improvement. In any event, the experimental results provided a clear picture of the energy-transformation process, and demonstrated the preliminary feasibility of this wave-energy device.  相似文献   

中国仪器地震烈度增量与场地放大系数的关系研究          下载免费PDF全文

李龙  王海云  姜伟平  张潇男 《世界地震工程》2022,38(3):171-183

相对于基岩的中国仪器地震烈度增量可以作为地震小区划的一个重要指标,也可以作为研究区建（构）筑物差异抗震设防的可靠依据。使用2021年2月13日福岛地震期间日本KiK-net台网120个台阵记录的地震动数据,根据18种地震动参数的定义和《中国地震烈度表》中中国仪器地震烈度的算法,分别计算了相对基岩的、土层上的中国仪器地震烈度增量和这些地震动参数的放大系数,然后用一元、二元回归分析方法分别建立它们之间的经验关系式。结果表明:（1）一元回归分析中,中国仪器地震烈度增量与持时超过0.3秒的加速度阈值（a_0.3）的放大系数的相关系数最高且为0.918,与峰值地面加速度（PGA）、水平向最大谱烈度（SI）的放大系数的相关系数均在0.870以上;（2）从中国规范的II类场地到III类场地（或美国规范的C类场地到E类场地）,中国仪器地震烈度增量的均值逐渐增大;（3）相比于一元回归结果,二元回归分析中的中国仪器地震烈度增量与18种地震动参数放大系数两两组合的相关系数普遍有所提高,其中中国仪器地震烈度增量与PGA和SI放大系数组合的相关系数最高且为0.9261。  相似文献   

土层场地的放大作用随深度的变化规律研究——以金银岛岩土台阵为例   总被引：1，自引：0，他引：1       下载免费PDF全文

王海云 《地球物理学报》2014,57(5):1498-1509

为了探究土层场地放大作用的机制,利用金银岛岩土台阵在四次地震中记录的26组弱震动的三分量加速度时程,采用考虑上行波场与下行波场相消干涉作用的传统谱比法,研究了土层场地的放大作用随深度的变化规律.结果表明：（1）地震波从基岩传播到土层中时,土层的多个振型被激励,放大作用随深度的变化是按照不同振型的特征而有规律地变化.自下而上直至地表,一阶振型的场地放大作用是逐渐增大的;二阶振型的场地放大作用经历了逐渐减小和逐渐增大两个过程;三阶振型的场地放大作用经历了逐渐增大、逐渐减小和逐渐增大三个过程;四阶振型的场地放大作用经历了逐渐减小、逐渐增大、逐渐减小和逐渐增大四个过程;更高阶振型的场地放大作用可以据此类推.（2）四次地震中同一振型的NS和EW两个水平分量的自振频率相差很小;二阶到六阶5个振型与一阶振型的自振频率之比小于相应的理论模型之比.（3）四次地震中均存在一些高阶振型的放大系数大于其一阶振型相应分量的放大系数的现象.目前的场地反应分析中,往往将最大放大系数对应的频率作为场地的卓越频率,这么做的结果,很有可能将不同振型的自振频率作为场地的卓越频率,导致同一地震中不同水平分量的卓越频率相差较大,或者在不同地震中同一水平分量的卓越频率差别较大,难以描述场地的固有特性;而按照不同振型分析场地放大作用的特征,可以从本质上揭示场地的固有特性.  相似文献