城市密集建筑群对沉积谷地地震动放大效应的影响          下载免费PDF全文

贺晨蕊  严磊  刘中宪 《地震工程学报》2019,41(4):1035-1045

采用有限元模拟方法建立了建筑群-沉积谷地二维模型,并在土体截断边界上施加粘弹性人工边界,在频域与时域中对比分析此体系和单独沉积谷地的地震反应,观察地震时沉积谷地与建筑群之间的动力相互作用规律。分析表明,沉积谷地中建筑群对谷地本身的地震反应具有显著影响。入射波频率较低时,由于共振效应的存在,在部分区域处建筑群-沉积谷地体系的地表位移响应幅值会大于单独沉积谷地,但随着入射波频率的增加,建筑群的存在又会对地震反应产生明显的减弱效果;建筑群对谷地的影响还与建筑高度和建筑间距有关,且不同位置处的响应也存在很大差异。计算结果可为沉积谷地中设防烈度的设置以及工程抗震设计提供部分理论依据。  相似文献   

Applying octamethylcyclotetrasiloxane as a probe liquid for characterizing the pore size distribution of oil-bearing tight sandstones by nuclear magnetic resonance cryoporometry     

《Marine and Petroleum Geology》2017

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典型海湾风暴潮增水特征与机理研究     

杨万康  杨青莹  伊小飞  尹宝树  张峰 《海洋通报》2017,36(5):532-537

以三门湾为例,基于经验模态分解方法 (EMD)将原始风暴潮增水过程进行分解,并对各个子模态进行能量谱分析,研究每种波动对应的生成机制。结果表明:半封闭海湾内的风暴潮增水较为严重,造成三门湾内强增水的台风为三门湾南侧的西北向登陆台风。EMD分解结果显示三门湾内的风暴潮增水包含6 h,12 h,20 h左右的波动,其中6 h左右的波动来源于海湾共振,共振的频率是由海湾的形状、水深等固有性质所决定的。12 h的波动是由于天文潮与风暴潮耦合作用导致,20 h左右的波动是由于台风移动过程中外海波动的传入。结果表明EMD方法为风暴潮波动增水特征的精细认知提供了一种新的思路和方法,可以加深对海湾内风暴潮波动增水特征的研究。  相似文献   

三维弹性侧壁液舱内液体晃动波面的实验研究     

唐洁  李晨光  王国玉 《海洋工程》2017,35(6):45-54

通过物理模型实验,对弹性侧壁液舱和刚性液舱内液体晃荡问题进行了研究。由于流固耦合的影响,弹性侧壁液舱内液体晃荡的最低阶固有频率稍小于同尺寸的刚性液舱内液体晃荡的最低阶固有频率。液舱模型处于纵向简谐激励作用下,其中激励频率在最低阶固有频率附近。实验分析两种相对液深比h/L=0.167和h/L=0.333,在二阶模态的次共振和一阶模态的共振状况下,对弹性侧壁液舱与刚性液舱内不同测点的波面、振幅谱和晃动波高进行对比分析。结果表明:在浅液深(h/L=0.167)一阶共振下,流固耦合对波面形态的影响比较明显,弹性侧壁液舱内测点晃动波高明显大于刚性液舱内对应测点波高;而在一般液深(h/L=0.333)一阶共振下,水弹性效应减弱,弹性侧壁液舱与刚性液舱内对应测点处波高差异较小。  相似文献   

Experimental and theoretical methods on determination of stress-dependent natural frequency of marine sedimentary clay     

Jie Xu  Xuexin Yan  Jie Zhou 《Marine Georesources & Geotechnology》2017,35(8):1168-1180

Excited by the vibration sources in dynamic engineering, the natural frequency and damping factor of the saturated marine sedimentary clay are key dynamic parameters that influence the responses under cyclic loads. Experimental and theoretical methods are proposed in this paper to analyze the natural frequency and the stress-dependent nonlinearity. The experimental method shows that the natural frequency of soils with specific stress state subjected to large cyclic shear strain can be estimated from the data of dynamic triaxial tests based on the amplitude–frequency response curve. Trial and error by the criterion from the half-power bandwidth method is used to determine the optimal fitting. The results of a theoretical study on the free vibration of soil layers are then presented to derive the analytic solution of natural frequency. In addition to the two frequency-independent elements (a lumped mass matrix and a stiffness matrix), the system’s equivalent damping coefficient matrix is iteratively determined based upon the forced vibration experimentally. Finally, the impacts of the resonance phenomenon on the dynamic shear modulus and hysteretic loop are discussed.  相似文献   

Nonstationary stochastic response of structural systems equipped with nonlinear viscous dampers under seismic excitation   总被引：1，自引：0，他引：1       下载免费PDF全文

Enrico Tubaldi  Ioannis A. Kougioumtzoglou 《地震工程与结构动力学》2015,44(1):121-138

Nonlinear viscous dampers are supplemental devices widely used for enhancing the performance of structural systems exposed to seismic hazard. A rigorous evaluation of the effect of these damping devices on the seismic performance of a structural system should be based on a probabilistic approach and take into account the evolutionary characteristics of the earthquake input and of the corresponding system response. In this paper, an approximate analytical technique is proposed for studying the nonstationary stochastic response characteristics of hysteretic single degree of freedom systems equipped with viscous dampers subjected to a fully nonstationary random process representing the seismic input. In this regard, a stochastic averaging/linearization technique is utilized to cast the original nonlinear stochastic differential equation of motion into a simple first‐order nonlinear ordinary differential equation for the nonstationary system response variance. In comparison with standard linearization schemes, the herein proposed technique has the significant advantage that it allows to handle realistic seismic excitations with time‐varying frequency content. Further, it allows deriving a formula for determining the nonlinear system response evolutionary power spectrum. By this way, ‘moving resonance’ effects, related to both the evolutionary seismic excitation and the nonlinear system behavior, can be observed and quantified. Several applications involving various system and input properties are included. Furthermore, various response parameters of interest for the seismic performance assessment are considered as well. Comparisons with pertinent Monte Carlo simulations demonstrate the reliability of the proposed technique. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Symmetric matrix-valued transmitting boundary formulation in the time-domain for soil–structure interaction problems     

《Soil Dynamics and Earthquake Engineering》2014

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膝关节痛风性关节炎的CT与MRI分析     

袁健祥  张家雄  方挺松  衣利磊  孙洋 《CT理论与应用研究》2014,(3):489-496

目的：探讨膝关节痛风性关节炎的CT和MRI影像特征。方法：回顾分析经手术病理证实的21例膝关节痛风性关节炎的CT和MRI表现,其中12例CT,14例MRI。结果：所有病例均能发现痛风结节,CT显示45个,MRI显示48个,痛风结节位于肌腱和韧带共58个,滑膜或关节腔内15个,骨内11个,其他软组织9个。形态呈条块状31个,结节状31个,线状4个,不规则形27个。骨质破坏CT共发现21处,MRI发现24处,位于骨边缘共30处;MRI显示5处骨质破坏周围骨髓水肿。痛风结节在T1WI均呈低至中等信号;T2WI上39个呈混杂信号,6个呈高信号,3个呈低信号。在5例均行CT及MRI检查膝关节比较中：CT显示痛风结节21个,MRI显示痛风结节18个;CT和MRI在显示骨质破坏的部位均为12处,MRI显示骨髓水肿4处;MRI显示软骨异常共5处。结论：膝关节痛风性关节炎在影像上有一定的特征性,CT更容易发现痛风结节,而MRI更合适于评估软组织情况及炎性改变,综合分析两种影像资料有助于准确诊断痛风性关节炎。  相似文献   

基于动态增强磁共振的T1WI定量灌注参数伪彩图在导管源性乳腺癌中的诊断价值     

姚薇薇  夏军  杜恒峰  刘品霓  罗晓  雷益  林帆  吴恢升 《CT理论与应用研究》2014,(1):131-138

目的：探讨基于动态增强的MRTIWI定量灌注参数伪彩图对导管源性乳腺癌的诊断价值。方法：16例女性手术前行双侧乳腺动态高分辨对比增强MR成像（DCE～MRI）,绘制时间一信号强度曲线（TIC）,基于乳腺动态增强磁共振的数据资料,通过灌注软件获得五种灌注伪彩图,分别为Wash—in、Wash—out、TTP、MIPt及PEI。选取病变的中央（1个）边缘（2个）及对侧相应部位正常乳腺组织（1个）为感兴趣区域,测得其各种灌注参数值,并研究探讨导管源性乳腺癌的灌注特点。结果：16例女性患者经病理学证实为13例浸润性导管癌、3例导管内癌。16个病灶中13例呈非肿块样强化,其中线状／导管样强化7例,斑片样强化5例,斑点状强化1例,另有3例为肿块样强化。16例患者TIC曲线均显示为II型。Wash—in、Wash—out、TTP、MIPt及PEI五种灌注参数图的阳性发现分别为13个、10个、9个、15个、16个病灶,检出率分别为81．25％、62．50％、56．25％、93．75％、100％。对各组灌注参数值进行统计学分析,得出导管源性乳腺癌与对侧相应部位正常乳腺组织之间各参数值具有显著性差异（．=P〈0．001）;除TTP图参数外,病灶周边及病变中心各组参数值对比在统计学上亦具有显著性差异（P〈0．001）。13例浸润性导管癌及3例导管内癌两种疾病的各种灌注参数值对比显示无统计学意义。结论：基于乳腺动态高分辨对比增强的TIWI定量灌注参数图对导管源性乳腺癌的检出率高,可为其诊断和鉴别诊断提供重要的补充信息。  相似文献   

均匀介质中MRS方法三维模型的核磁共振响应   总被引：1，自引：0，他引：1  

王鹏 《CT理论与应用研究》2014,(4):569-578

MRS方法三维含水体的核磁共振正演计算涉及两个难点：①激发场表达式的快速计算,该表达式为包含双重Bessel函数乘积的积分式,将该表达式分为两个积分区间,第一积分区间应用贝塞尔函数的汉克尔函数表述式及其大宗量渐近特性,将其转化为Fourier正（余）弦变换,采用快速计算方法实现数值计算;另一积分区间的计算直接应用一般的数值积分算法即能获得较高的计算精度。②三维含水体的空间离散化,提供柱坐标和直角坐标中的两种离散方法,可对任意形状的三维含水体进行构建。在此基础上,开发出相应的正演程序,并进行几种常见的三维含水体的MRS正演,对其初始振幅曲线进行规律总结。结果表明,三维含水体的MRS振幅响应与层状含水层振幅响应类似,使用收发共圈的工作模式将难以辨别地下含水体的空间形态。  相似文献