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3-D Scattering of Obliquely Incident Plane P Waves by Alluvial Valley Embedded in Layered Half-Space
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作者 巴振宁 梁建文 任强强 《Transactions of Tianjin University》 EI CAS 2012年第5期357-365,共9页
The indirect boundary element method(IBEM) was established to solve the problem of 3-D seismic responses of 2-D topographies,by calculating the free-field responses with the direct-stiffness method and simulating the ... The indirect boundary element method(IBEM) was established to solve the problem of 3-D seismic responses of 2-D topographies,by calculating the free-field responses with the direct-stiffness method and simulating the scattering wave fields with the dynamic Green's functions of moving distributed loads.The proposed method yields accurate results,because the 3-D dynamic stiffness matrixes used are exact and the fictitious moving distributed loads can be acted directly on the interface between the alluvial valley and the layered half-space without singularity.The comparison with the published methods verifies the validity of the proposed method.And the numerical analyses are performed to give some beneficial conclusions.The study shows that 3-D scattering by an alluvial valley is essentially different from the 2-D case,and that the presence of soil layer affects not only the amplitude value of surface displacements but also the distribution of surface displacements. 展开更多
关键词 3-d scattering layered half-space alluvial valley plane P waves
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STABILITY OF 3-D DISTURBANCE WAVES ON BOUNDARY LAYER WITH DISTRIBUTED LOCAL ROUGHNESS
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作者 曹卫东 陆昌根 胡庆喜 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2007年第3期225-231,共7页
The numerical solution of the stable basic flow on a 3-D boundary layer is obtained by using local ejection, local suction, and combination of local ejection and suction to simulate the local rough wall. The evolution... The numerical solution of the stable basic flow on a 3-D boundary layer is obtained by using local ejection, local suction, and combination of local ejection and suction to simulate the local rough wall. The evolution of 3-D disturbance T-S wave is studied in the spatial processes, and the effects of form and distribution structure of local roughness on the growth rate of the 3-D disturbance wave and the flow stability are discussed. Numerical results show that the growth of the disturbance wave and the form of vortices are accelerated by the 3-D local roughness. The modification of basic flow owing to the evolvement of the finite amplitude disturbance wave and the existence of spanwise velocity induced by the 3-D local roughness affects the stability of boundary layer. Propagation direction and phase of the disturbance wave shift obviously for the 3-D local roughness of the wall. The flow stability characteristics change if the form of the 2-D local roughness varies. 展开更多
关键词 local roughness boundary layer 3-d disturbance T-S wave STABILITY
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FAST APPROXIMATE INVERSION OF MAGNETOTELLURIC(FAIMT) DATA FOR A HORIZONTALLY LAYERED EARTH WITH NEAR-SURFACE INHOMOGENEITIES
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作者 孙传文 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 1997年第1期7-18,共12页
This paper discusses use of approximations and the Integral Mean Value Theorem to show that 6 coefficients approximately describe the distortions of near surface inhomogeneities on the MT field of a horizontally layer... This paper discusses use of approximations and the Integral Mean Value Theorem to show that 6 coefficients approximately describe the distortions of near surface inhomogeneities on the MT field of a horizontally layered earth model. When these 6 coefficients are considered together with those of the magnetic field of a horizontally layered earth model,the analytic and approximate wave impedance equations can be derived for the MT response of a horizontally layered earth model with near-surface 2-D and 3-D inhomogeneities. These approximate wave impedance equations are used with inverted MT data for 2-D and 3-D forward modelling. Although these 6 coefficients cannot be determined before inversion,initial estimates can be used. The 6 coefficients and the asistivity and thickness of each layer of a horizontally layered earth can be obtained by using published inversion methods. The 6 coefficients give important informaion (depths and resistivities) on the near-surface inhomogenelties.The authors inverted 2-D and 3-D theoretical models for Fast Approximate Inversion of Magnetotelluric (FAIMT) data for a horizontally layered earth with near-surface inhomogeneities compares favorably with traditional invrsion methods, especially for inverting regional or basin structures. This method simplifies computation and gives a reasonable 1 -D geological model with fewer nonuniquenas problems. 展开更多
关键词 MAGNETOTELLURIC 3-d INVERSIONS inhomogeneity integral mean value theorem layered EARTH approximation
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Exponential Convergence Theory of the Multipole and Local Expansions for the 3-D Laplace Equation in Layered Media
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作者 Wenzhong Zhang Bo Wang Wei Cai 《Annals of Applied Mathematics》 2023年第2期99-148,共50页
In this paper,we establish the exponential convergence theory for the multipole and local expansions,shifting and translation operators for the Green's function of 3-dimensional Laplace equation in layered media.A... In this paper,we establish the exponential convergence theory for the multipole and local expansions,shifting and translation operators for the Green's function of 3-dimensional Laplace equation in layered media.An immediate application of the theory is to ensure the exponential convergence of the FMM which has been shown by the numerical results reported in[27].As the Green's function in layered media consists of free space and reaction field components and the theory for the free space components is well known,this paper will focus on the analysis for the reaction components.We first prove that the density functions in the integral representations of the reaction components are analytic and bounded in the right half complex wave number plane.Then,by using the Cagniard-de Hoop transform and contour deformations,estimates for the remainder terms of the truncated expansions are given,and,as a result,the exponential convergence for the expansions and translation operators is proven. 展开更多
关键词 Fast multipole method layered media multipole expansions local expansions 3-d Laplace equation Cagniard–de Hoop transform equivalent polarization sources
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渤海海底表层软弱土特征及其对地震动的影响 被引量:11
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作者 吕悦军 彭艳菊 +3 位作者 施春花 沙海军 唐荣余 孟小红 《防灾减灾工程学报》 CSCD 2008年第3期368-374,共7页
以渤海PL19-3油田工程场地为研究对象,利用钻探和剪切波速实测资料,根据中国规范GB50011-2001、美国规范FEMA-NEHRP和欧洲规范EC8,进行场地类别研究;通过地震动效应分析,得到海底表层软弱土对峰值加速度和反应谱的影响。结果表明,现行... 以渤海PL19-3油田工程场地为研究对象,利用钻探和剪切波速实测资料,根据中国规范GB50011-2001、美国规范FEMA-NEHRP和欧洲规范EC8,进行场地类别研究;通过地震动效应分析,得到海底表层软弱土对峰值加速度和反应谱的影响。结果表明,现行规范中的场地土类型划分标准是针对陆地场地土特征的,不能反映覆盖较厚的海底淤泥层的特征;海底表层软弱土对地震动加速度的幅值和频谱的影响非常明显,其对峰值加速度的放大倍数较高,但受土的非线性变形影响,随着地震动输入的增大,其放大倍数呈非线性降低,软土场地使得加速度反应谱谱形变宽,特征周期变大。本文的结果为开展海洋工程抗震标准、海域地震区划研究积累了相关基础资料。 展开更多
关键词 场地类别 地震动 渤海PL19-3油田 海底表层软弱土
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三维层状场地的精确动力刚度矩阵及格林函数 被引量:27
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作者 梁建文 巴振宁 《地震工程与工程振动》 CSCD 北大核心 2007年第5期7-17,共11页
本文对Wolf二维层状场地精确动力刚度矩阵进行推广,给出了三维层状场地的精确动力刚度矩阵。刚度矩阵具有对称的特点,且因刚度矩阵是精确的,计算结果不受土层单元厚度的影响,可以大大提高计算效率。文中对刚度矩阵进行了数值验证。利用... 本文对Wolf二维层状场地精确动力刚度矩阵进行推广,给出了三维层状场地的精确动力刚度矩阵。刚度矩阵具有对称的特点,且因刚度矩阵是精确的,计算结果不受土层单元厚度的影响,可以大大提高计算效率。文中对刚度矩阵进行了数值验证。利用三维层状场地动力刚度矩阵,计算分析了基岩上单一土层场地的动力响应。最后作为动力刚度矩阵的另一重要应用,给出了表面或埋置矩形均布荷载或集中荷载的动力格林函数计算方法。 展开更多
关键词 三维层状场地 土层 半空间 动力刚度矩阵 矩形均布荷载 集中荷载 动力格林函数
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三维层状场地中斜面均布荷载动力格林函数 被引量:8
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作者 梁建文 巴振宁 《地震工程与工程振动》 CSCD 北大核心 2007年第5期18-26,共9页
在作者三维层状场地精确动力刚度矩阵基础上,给出了三维层状场地内部斜面均布荷载动力格林函数。本文格林函数包含了场地的所有基本力学特性,可用于三维层状局部场地中波的散射及土-结构相互作用等问题的求解。文中对所得结果进行了精... 在作者三维层状场地精确动力刚度矩阵基础上,给出了三维层状场地内部斜面均布荷载动力格林函数。本文格林函数包含了场地的所有基本力学特性,可用于三维层状局部场地中波的散射及土-结构相互作用等问题的求解。文中对所得结果进行了精度检验,同时给出了一些数值结果,包括均匀半空间和基岩上单一土层中竖面或斜面荷载作用下的位移和应力格林函数。 展开更多
关键词 三维层状场地 动力格林函数 斜面荷载 竖面荷载 均布荷载 精确刚度矩阵
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武汉家乐福商场地表面堆载试验与三维有限元分析
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作者 李永和 姚海林 《岩土工程学报》 EI CAS CSCD 北大核心 1999年第3期351-355,共5页
以家乐福商场地基表面为研究对象,应用现场堆载试验与三维有限元仿真模拟相结合的技术手段,对有限域多层平行和非平行地基表面的承载能力与变形沉降问题进行了系统的研究,得到了许多直观清楚和有指导意义的结论。建立了三维有限元非... 以家乐福商场地基表面为研究对象,应用现场堆载试验与三维有限元仿真模拟相结合的技术手段,对有限域多层平行和非平行地基表面的承载能力与变形沉降问题进行了系统的研究,得到了许多直观清楚和有指导意义的结论。建立了三维有限元非平行层地基的力学模型,这一模型被成功地用来分析复杂地基问题。 展开更多
关键词 三维有限元 堆载试验 地基表面 承载力 变形沉降
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频域内求解移动荷载作用下三维层状场地动力响应的理论推导
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作者 叶茂 任珉 +1 位作者 周福霖 谭平 《水利与建筑工程学报》 2012年第6期9-13,共5页
基于Hung教授所做移动荷载作用下弹性半空间的振动分析,给出了频域内求解移动荷载作用下三维层状场地动力响应的理论推导,得到弹性半空间动力刚度矩阵和单层土动力刚度矩阵;根据相邻层连接处的平衡条件和变形协调条件,得到具有对称性精... 基于Hung教授所做移动荷载作用下弹性半空间的振动分析,给出了频域内求解移动荷载作用下三维层状场地动力响应的理论推导,得到弹性半空间动力刚度矩阵和单层土动力刚度矩阵;根据相邻层连接处的平衡条件和变形协调条件,得到具有对称性精确分析、且不受土层厚度影响的整体刚度矩阵。本理论分析方法可用于求解三维层状场地在车辆移动荷载作用下的动力响应问题。 展开更多
关键词 三维层状场地 土层 半空间 动力刚度矩阵 傅里叶变换 频域
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The 3-D structure of shear wave in South China and the southward extension of Tanlu fault 被引量:2
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作者 TENG Jiwen WANG Guangjie +1 位作者 ZHANG Zhongjie HU Jiafu 《Chinese Science Bulletin》 SCIE EI CAS 2001年第4期284-289,共6页
By processing the CSND Rayleigh wave data with the matched filter FTAN technique, Rayleigh wave dispersion for southeast China is obtained. The 4°×4°S wave dispersion of the pure path is calculated usin... By processing the CSND Rayleigh wave data with the matched filter FTAN technique, Rayleigh wave dispersion for southeast China is obtained. The 4°×4°S wave dispersion of the pure path is calculated using random inversion scheme, and 3-D S wave velocity structure is set up. Incorporating the above-mentioned results with wide angle seismic sounding data, we studied structure framework and the extending of faults in this area, which demonstrates that the depth of Moho in South China varies from 30 to 40 km, shallower from west to east. The depth of Moho varies from 25 to 28 km for the offshore. The depth of the asthenosphere in upper mantle varies from 60 to 100 km. The depth difference of layers at the two sides of Tanlu fault is more than 10 km at the south part of the Yangtze River, and the fault extends downward more than 170 km. The fault exceeds the main land at Hainan Island and slips into the southern China Sea. Both Tanlu fault and the huge bend of gravity gradient anomaly are influenced by 展开更多
关键词 seismic surface wave MOHO MANTLE cover layer as-thenosphere 3-d velocity STRUCTURE Tanlu fault.
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Thermoelectric performance enhancement by manipulation of Sr/Ti doping in two sublayers of Ca_(3)Co_(4)O_(9) 被引量:2
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作者 Li ZHANG Yichen LIU +8 位作者 Thiam Teck TAN Yi LIU Jian ZHENG Yanling YANG Xiaojiang HOU Lei FENG Guoquan SUO Xiaohui YE Sean LI 《Journal of Advanced Ceramics》 SCIE CAS CSCD 2020年第6期769-781,共13页
Thermoelectric(TE)performance of Ca_(3)Co_(4)O_(9)(CCO)has been investigated extensively via a doping strategy in the past decades.However,the doping sites of different sublayers in CCO and their contributions to the ... Thermoelectric(TE)performance of Ca_(3)Co_(4)O_(9)(CCO)has been investigated extensively via a doping strategy in the past decades.However,the doping sites of different sublayers in CCO and their contributions to the TE performance remain unrevealed because of its strong correlated electronic system.In this work,Sr and Ti are chosen to realize doping at the[Ca_(2)CoO_(3)]and[CoO_(2)]sublayers in CCO.It was found that figure of merit(ZT)at 957 K of Ti-doped CCO was improved 30% than that of undoped CCO whereas 1 at% Sr doping brought about a 150% increase in ZT as compared to undoped CCO.The significant increase in electronic conductivity and the Seebeck coefficient are attributed to the enhanced carrier concentration and spin-entropy of Co^(4+) originating from the Sr doping effects in[Ca_(2)CoO_(3)]sublayer,which are evidenced by the scanning electron microscope(SEM),Raman,Hall,and X-ray photoelectron spectroscopy(XPS)analysis.Furthermore,the reduced thermal conductivity is attributed to the improved phonon scattering from heavier Sr doped Ca site in[Ca_(2)CoO_(3)]sublayer.Our findings demonstrate that doping at Ca sites of[Ca_(2)CoO_(3)]layer is a feasible pathway to boost TE performance of CCO material through promoting the electronic conductivity and the Seebeck coefficient,and reducing the thermal conductivity simultaneously.This work provides a deep understanding of the current limited ZT enhancement on CCO material and provides an approach to enhance the TE performance of other layered structure materials. 展开更多
关键词 layered structures manipulation doping sites Ca_(3)Co_(4)O_(9)(CCO) spin-entropy thermoelectric performance
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土层参数随机性对高速铁路周围场地土振动传递的影响
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作者 李东伟 曹艳梅 陈斌 《振动与冲击》 EI CSCD 北大核心 2022年第14期121-126,共6页
为探究场地土层参数随机分布对高速铁路周围场地土振动传递的影响,分别考虑了土层剪切波速、材料阻尼比以及二者双随机变量下的3种场地土参数随机分布,并基于Toro统计模型采用Monte Carlo方法分别模拟200组工况,输入建立的高速列车-轨道... 为探究场地土层参数随机分布对高速铁路周围场地土振动传递的影响,分别考虑了土层剪切波速、材料阻尼比以及二者双随机变量下的3种场地土参数随机分布,并基于Toro统计模型采用Monte Carlo方法分别模拟200组工况,输入建立的高速列车-轨道-场地土耦合系统模型中计算高速列车经过时场地土表面的振动响应。并将随机振动响应1/3倍频程振级、Z振级及其95%置信水平的置信区间与确定性土参数的振动响应进行比较,探究土参数随机性对高速铁路周围场地土振动传递的影响,进而采用随机振动响应标准差进行土参数随机分布的敏感性分析。研究结果表明:土参数随机性对高速铁路周围场地土振动传递的影响较大,剪切波波速单随机变量对场地土振动响应各频带1/3振级均有较大影响,材料阻尼比单随机变量对场地土振动响应的低频影响较小,高频影响较大。铁路交通环境振动评估及预测时建议考虑土层参数随机分布对其产生的影响。 展开更多
关键词 土层参数随机分布 列车-轨道-场地土耦合模型 1/3倍频程振级 Z振级 置信区间 场地土振动传递
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Three-dimentional architecture and dynamic analysis of the Qinling Orogenic Belt 被引量:4
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作者 张国伟 郭安林 +2 位作者 刘福田 肖庆辉 孟庆任 《Science China Earth Sciences》 SCIE EI CAS 1996年第S1期1-9,共9页
On the basis of synthetic studies of geology, geophysics and geochemistry, the present Qinling Orogenic Belt can be described as a 3-D "flyover-type" geometric model with rheological layering structures. Fur... On the basis of synthetic studies of geology, geophysics and geochemistry, the present Qinling Orogenic Belt can be described as a 3-D "flyover-type" geometric model with rheological layering structures. Furthermore, the tectonic dynamic analyses have been done based on the structural geometry and kinematic features. Thus it can be concluded that its present structure has resulted from an adjustment of deep-seated mantle dynamics and lithosphere coupling relationship since the Mesozoic-Cenozoic time. 展开更多
关键词 RHEOLOGICAL layerING of LITHOSPHERE 3-d structure of OROGENIC BELT MANTLE dynmics layer coupling relationship.
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Beach stabilization by the laying of a drainage layer
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作者 HUR Dong-Soo LEE Woo-Dong CHO Won-Chul 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第9期2625-2639,共15页
In the present study, the stabilization effects of the laying of a drainage layer in a sandy beach were analyzed. The numerical model developed by Hur et al. (2011) was used to examine the characteristics of wave-sa... In the present study, the stabilization effects of the laying of a drainage layer in a sandy beach were analyzed. The numerical model developed by Hur et al. (2011) was used to examine the characteristics of wave-sandy beach interaction with/without a drainage layer. This numericai model directly simulates Wave-Structure-Seabed/Sandy (WASS) beach interaction by consid- ering flow through a porous medium with inertia, laminar and turbulent resistances, and determines the eddy viscosity with the Large Eddy Simulation (LES) turbulent model in a 3-D wave field (LES-WASS-3D). Based on the numerical results, it ap- pears that the installation of a drainage layer in the beach results in a decrease in both the mean groundwater level around the foreshore and the flow moving offshore on the beach surface. Spatial distributions of the mean groundwater level and wave setup around the foreshore with various arrangements of the drainage layer and conditions of the incident wave are also discussed in this paper. 展开更多
关键词 drainage layer groundwater level foreshore LES-WASS-3D 3-d numerical simulation) beach stabilization swash zone
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