Extensional vibration of a certain type of composite circular plate with a central hole

Summary In this paper, extensional vibration of a composite circular plate consisting of two concentric circular rings in welded contact has been studied. The inner plate is taken to be of variable elasticity and density whereas the outer one is taken to be isotropic and homogeneous. Two cases have been considered, the external radius of the outer ring being finite in Case I and infinite in Case II. Further the result for the extensional vibration of a non-homogeneouscircular plate with a central hole has been deduced. Frequency equation has been obtained in each case and the corresponding numerical results have been calculated.     

平均热点参考基准的建立和岩石圈西向漂移的研究

对于大地测量应用来说,目前IERS机构在定义地球参考系时推荐采用岩石圈无整体旋转(No-Net-Rotation-NNR)约束条件,然而对于地球物理应用来说,相对于NNR参考基准的绝对板块运动数据可能会对地幔对流等研究结果产生误导.考虑到热点的运动,提出建立平均热点(MHS-Medial HotSpot)参考基准的方法,给出建立该基准的约束准则,分别以地学模型NNR-NUVEL1A和实测模型ITRF2005VEL为基础,建立了平均热点参考基准MHS-NUVEL1A和MHS-ITRF2005,并与其它基于热点的绝对板块运动模型进行了比较和分析;讨论了岩石圈的西向漂移,给出了岩石圈相对于下地幔整体旋转的更精确的定量估计,即基于实测的热点参考架MHS-ITRF2005和地学模型NNR-NUVEL1A之间的整体旋转为0.26°/Ma,旋转极在(50°S, 62°E),这与由板块的受力模型给出的岩石圈的整体旋转的旋转极很接近,旋转速率大致快了10%.     

1982年日本茨城地震序列表现出的局部板块俯冲动态过程

板块构造的运动和动力学是地学研究的前沿课题．板块边缘强震是板块运动的直接结果．分析1982年日本茨城地震序列发现，震源断层面存在分阶段沿走向扩展、倾向调整的特殊图象．结合震源机制的走向、倾向以及滑动方向等资料，确认属于日本海沟下方的俯冲带逆冲地震．文中讨论了地震序列过程的成因，认为采用介于年尺度的空间大地测量结果与秒尺度的强震矩张量分析之间的地震序列时空分布研究，表明太平洋板块向欧亚板块局部下方俯冲的动态过程．根据地震平均错距和板块运动速度，推测近年当地可能再次发生强震．      

Dynamic subduction process of local plate revealed by Ibaraki earthquake sequence of 1982 in Japan

IntroductionIt has been brought forward in the plate tectonic theory that the global lithosphere consists of a number of active blocks floating above the asthenosphere since 1960s. And from then on, the kinematics and dynamics of lithosphere have been the frontal subjects in the contemporary geoscientific study. The Pacific Plate is the biggest one covering one fourth of the earth surface. Situated in the Eurasia Plate, our country is affected directly by the compression from the Pacific Pl…     

On similarity solution of an unsteady laminar boundary layer along a flat plate

Summary A unified analysis has been made to obtain all possible similarity solutions of the steady and unsteady, forced flow, inside a boundary layer along a flat plate. Though previously, attempts were made to obtain similarity solutions of a steady boundary layer flow neglecting viscous dissipation term in the energy conservation equation but the treatments were not complete. Here we have taken account of the viscous dissipation term. In the steady case it has been shown that for a similarity solution of both velocity and temperature, there should be a relation between the undisturbed flow outside the boundary layer and the temperature of the plate. It has been shown that the similarity solution exists in the unsteady case if we neglet the viscous dissipation term in the energy equation.     

东太平洋Juan de Fuca板块的磁变研究

作为EMSLAB电磁感应国际合作计划的一部分,通过对海底观测的三分量变化地磁场的分析,构制了横跨Juan de Fuca洋脊、Juan de Fuca板块到板块俯冲带的三条地磁转换函数剖面,计算了各个测点的地磁场感应矢量。结果表明,Juan de Fuca板块的东、西两部分的浅部电性结构是有差异的,近海岸线的东区更导电;而深部电性结构是相对均匀的。这一结果与由大地电磁资料计算得到的二维模型剖面是一致的。     

中国大陆强震活动与其周缘强震活动的相关性

板块内部的应力主要来自于相邻板块的挤压,因而,我国大陆板块内部的地震活动与周围几大板块的运动紧密相关。板块边缘的强震活动是板块运动的明显标志。本文研究了板块边缘强震活动与大陆内部强震活动在时间、空间和强度上的相关性。从中总结出估计大陆内部地震形势的方法和指标,并且运用这些指标对我国大陆未来的地震形势作出了具体的推测。     

大陆板内震源断层的特征

基于对大陆板内地震构造的分析,讨论了浅源地震与断层的关系。说明了震源断层概念,从构造环境和震源参数方面分析了大陆板内震源断层的特征。提出了A、B两种震源断层。它们各自具有不同的构造动力学背景,应采用不同的研究方法     

Numerical and experimental investigations on inelastic cyclic performance of mid‐span gusset plate connections

The design and detailing of gusset plate connections greatly influence the seismic performance of a special concentrically braced frame (SCBF). Recently, a balanced design approach has been proposed in order to develop significant inelastic deformation from multiple yield mechanisms and to delay the failure of connections of SCBF system. Although extensive studies have been conducted on the corner gusset plate connections of SCBFs, research on the detailing of mid‐span beam gusset plates is rather limited. This study aims at investigating the required free length for the detailing of the mid‐span gusset plates with different brace slenderness ratios. A nonlinear finite element analysis has been conducted for a braced frame with 4 different values of linear clearance in the mid‐span gusset plates and 2 values of brace slenderness ratios. In all simulation models, the corner gusset plates have been designed using balanced design approach and detailed using an elliptical clearance of 8 times the gusset plate thickness. An experimental study has also been conducted on 2 gusset plate sub‐assemblages having similar brace slenderness ratio but with 2 different values of linear clearance in the middle gusset plates. The lateral drift capacity corresponding to the brace fracture and the level of damage are found to be dependent on the detailing of the gusset plates. Based on the results of numerical and experimental studies, the required free length has been recommended for the detailing of middle gusset plates of SCBFs of different brace slenderness ratios.     

中国大陆地壳的应变应力场研究

根据全国ＧＰＳ网１９９４年和１９９６年两期测量结果,研究了中国大陆地壳现阶段的水平形变应力场。结果显示,西部青藏块体与新疆块体主压应力场为近南北至北 北东向,而南北地震带以东、长江以及北地区为北东东至近东西向,华南块体上为北 北西至北西向,与滑线场理论模型基本吻合。反映出中国大陆地壳变形的压应力主要来自印度板块与欧亚板块的俯冲碰撞。而太平洋板块与菲律宾板块对欧亚板块的作用力以及地幔向上的作用力总体     

On the radial vibration of a non-homogeneous circular disc of variable thickness

Summary Free radial vibration of a non-homogeneous circular plate of variable thickness has been studied. The thickness at a distancer from the axis through the centre of the plate perpendicular to the middle surface is chosen to be a function ofr. The problem has been solved for a disc with a central hole and also for one having no central hole.     

从板块理论看辽宁大地构造轮廓

据近十年来１：５万区域地质调查及有关科研成果资料，应用板块构造理论对辽宁境内板块构造进行了轮廓性的讨论。划分出天山－赤峰陆缘活动带和华北陆块两个二级构造单元；辽东地块，辽西地块，泛河微地块，浑河构造接合带，下辽河裂陷等五个三级单元及清源绿岩带，辽吉夭蜇裂谷带两个可能存在的四级单元。     

Dynamic response of circular bridge decks

A method has been developed for the study of the dynamic response of curved bridge decks on the basis of plate equations in polar co-ordinates. A general solution for the forced motion of annular sector plates has been obtained by the method of spectral representation. The specific problem of a moving force on the bridge deck is discussed in detail. A method for obtaining the static response from dynamic analysis is suggested. Numerical results are presented to illustrate the influence of the speed of travel of the force and of the physical parameters of the bridge decks on the deformation. A detailed discussion on the numerical results is also included.     

中国边缘海岩石层结构研究

本文以中国边缘海——东海与南海为研究对象，在体波与面波数据层析成像结果基础上，结合重磁及莫霍深度反演结果，对中国边缘海的地壳分布特点、岩石层结构进行了研究．同时对东海从陆区一直到琉球岛弧的地壳变化进行了总结与讨论，并提交了层析成像与位场反演的结果．认为中国东海地区的重力场具有“东西分带”的特点源于深部结构，而冲绳海槽盆地的形成应与大洋板块的俯冲后撤作用有密切关系．同时认为，菲律宾岛弧具有较特殊的结构，莫霍面下凹，上地幔顶部有较低速度的片状体存在，根据判断，南海与太平洋板块沿菲律宾岛弧在这里呈现出对冲的特点。     

The effect of couple-stresses in an infinite plate having a circular hole

Summary The investigation of the stress-components in an infinite, plate of isotropic homogeneous material with a circular hole has been made by applying Cosserat's theory of couple-stresses. The plate is acted on by two equal concentrated forces at the diametrically opposite points of the inner boundary.     

地幔粘度结构的研究

地幔的流变性质已成为认识地球内部结构及动力学过程的核心问题之一。本文总结了近年来地幔粘度结构研究的方法,其中包括利用地球物理观测资料进行反演计算和实验室试验研究,重点讨论了利用冰期后回跳,板块运动速度和大地水准面异常资料反演地幔粘度结构２的方法和结果以及地幔矿物的实验结果,并对不同方法进行了比较总结。最后简单讨论了地幔粘度结构研究存在的问题和未来的研究方向。     

双层粘合模型的研究及其应用——北京、天津和唐山地区地壳结构的初步实验模拟

为了获得具有合适波速的模型材料,文中讨论了可以定量控制模型材料波速的双层粘合模型。将两种波速不同的模型材料板按不同的厚度比例粘合在一起,只要入射波波长比板的厚度大得多,就可以使粘合模型的波速在这两种材料的波速值范围内变化。应用双层粘合模型,以1:20万的比例,实验模拟了文[3]给出的北京、天津和唐山地区地壳结构。在模拟地震图上观测到了对应于文[3]所给出的四组震相。模拟地震图与唐山余震地震图在一定程度上相似。     

Parametric study of vertical vibrations of circular flexible foundations on layered media

The paper presents results of a parametric study of vertical oscillations of a flexible circular plate on the surface of an elastic half-space and an elastic layered system. The solution of the problem is based on the ‘ring method’. Vertical oscillations have been analysed to determine the displacement and soil reaction distributions at the soil-plate interface and the impedance functions. Parameters of the study include material and geometrical properties of a soil system and a plate and the load distribution on the plate. The results indicate significantly different behaviour of a flexible plate from that of a rigid one. Based on the observed behaviour, a classification of plates has been suggested.     

On the disturbances in a thin elastic circular plate resting on a viscoelastic foundation of Pasternak type

Summary In this paper disturbances due to impulsive as well as transient load in a thin elastic finite circular plate resting on viscoelastic foundation of Pasternak type have been considered separately.     

Plate on viscoelastic foundation under a moving load

Summary In this note the deflection of a simply supported rectangular elastic plate on viscoelastic foundation has been obtained due to a moving load.