具有坐标函数约束的动态定位算法

在单历元阻尼LAMBDA算法的基础上 ,采用两种处理方案 ,分析了一些简单的坐标函数约束对解算模糊度的作用 ,并用两个实际算例验证了坐标约束在单历元定位中的应用效果     

In-Plane Ray Tracing with Calculation of Out-of-Plane Geometrical Spreading in Anisotropic Media

The objective is to provide, in one single paper, a complete collection of equations governing kinematic and dynamic ray tracing related to a symmetry plane of an anisotropic medium. Well known systems for kinematic ray tracing and in-plane dynamic ray tracing are reformulated for the purpose of clarity, by taking advantage of a vector representation of the Christoffel matrix elements and related quantities. A generalized formula is derived for the integrand in out-of-plane dynamic ray tracing, pertaining to a monoclinic medium. Integrands corresponding to non-tilted orthorhombic and transversely isotropic media are obtained as special cases.     

动态Kalman滤波模型误差的影响

动态Kalman滤波模型误差的影响与静态平差模型误差影响不同。它包括观测异常误差影响和动力学模型异常的影响。本文分别讨论了观测异常误差和动力学模型异常误差对当前历元滤波结果的影响及对后续历元滤波结果的影响;构建了异常误差影响表达式,并对各类异常误差的检测方法进行了分析。     

Analysis of a kinematic self‐centring seismic isolator

This investigation deals with the analytical formulation and experimental validation of a prestressed reinforced concrete seismic isolator with kinematic constraints at both ends. The kinematic isolator was proposed initially as a low‐cost solution for seismic protection of low‐income people housing usually placed at the periphery of big cities where regular to bad soil conditions are common. So, the isolator is also a pile foundation with a central prestressed cable and two rolling steel surfaces at the top and bottom ends. By varying the shapes of the end rolling surfaces, different force–deformation constitutive relationships for the isolator may be obtained. Energy dissipation is introduced by yielding of passive reinforcement at the rolling interphase. Apart from stating the large‐deformation formulation of the element, several relevant aspects of the behaviour of these devices are studied herein, such as the increase in the tension of the central prestressed cable, responsible for the self‐centring action of the isolator, the floor uplift that results from the geometry of the isolator, and the vertical stability of the system. Experimental and theoretical results obtained for a group of 9 testing specimens show an excellent agreement in the force–deformation constitutive relationship. Although not the intent of this article, the device proposed may be extended directly as a coupling beam element for shear wall systems. Copyright © 2006 John Wiley & Sons, Ltd.     

青藏高原块体相对运动模型的GPS方法确定与分析

利用武汉测绘科技大学在１９９３年、１９９５年观测的两期ＧＰＳ资料,具体分析了青藏高原各块体相对运动情况。目前青藏高原大约以３３．４ｍｍ／ａ,Ｎ３０°Ｅ方向向西伯利亚运动,其中巴颜喀拉块体、羌塘块体、拉萨—冈底斯块体和喜马拉雅块体大约分别以１７．３ｍｍ／ａ±３．１ｍｍ／ａ,Ｎ３５°Ｅ;２５．７ｍｍ／ａ±５．１ｍｍ／ａ,Ｎ３３°Ｅ;３８．９ｍｍ／ａ±６．１ｍｍ／ａ,Ｎ２９°Ｅ;４６．０ｍｍ／ａ±６．２ｍｍ／ａ,Ｎ２７°Ｅ方向朝西伯利亚运动,而西藏块体大约以２８．５ｍｍ／ａ±５．０ｍｍ／ａ速率,Ｎ３１°Ｅ方向朝西伯利亚运动,这些结果与地质结果符合。文中还给出了各块体相对运动的欧拉向量。     

Integral Equations for Kinematic Dynamo Models

A new technique for the treatment of the kinematic dynamo problem is presented. The method is applicable when the dynamo is surrounded by a medium of finite conductivity and is based on a reformulation of the induction equation and boundary conditions at infinity into an integral equation. We show that the integral operator involved here is compact in the case of homogeneous conductivity, which is important for both mathematical and numerical treatment. A lower bound for the norm of then yields a necessary condition for the generation of magnetic fields by kinematic dynamos. Numerical results are presented for some simple ²-dynamo models. The far-field asymptotics for stationary and time-dependent field modes are discussed.     

河道非平稳流的内摩阻损失

洪水波在运动中不变形,则没有内摩阻损失,即所谓运动波。波体在传统途中变形,则有加速项或惯性力,内摩阻力等于惯性力。动量没有内摩阻损失,能量有内耗,故在非平稳流情况下,动量方程要比能量方程多一项惯性波。     

中天山北缘大型右旋走滑韧剪带研究

中天山北缘是一个近 EW向的大型右旋走滑韧剪带。宏、微观构造尺度的运动学研究表明 ,该带经历过至少二期韧性变形作用。第一期为从南向北的逆冲推覆韧剪变形 ,时代为中—晚志留世 ,以米什沟剖面为代表 ,对应于早古生代洋壳从北向南俯冲及稍后吐哈陆块朝中天山岛弧的碰撞事件。第二期为沿 EW方向的右旋走滑韧性变形 ,其构造形迹广泛分布于中天山北缘带各个地段 ;北天山石炭纪火山岩已卷入该期构造活动 ,走滑时代为晚石炭世—早二叠世 ,对应于晚石炭世塔里木与西伯利亚两大板块碰撞造山诱发的陆内变形、走滑剪切。走滑带中新生白云母 4 0 Ar/39Ar年龄为 ( 2 69± 5) Ma。剪切面理、拉伸线理、矿物韧剪构造、石英 C轴组构提供了构造运动学证据 ;地层不整合及同位素测年值提供了变形时间证据。二叠纪以后的构造事件也影响到中天山北缘带 ,但只有脆性变形形迹 ,无韧性剪切。最后对本区古生代构造演化进行了讨论     

新疆二台北花岗岩体的变形构造研究

对新疆北部二台北花岗岩体内暗色包体的变形特征及包体内应变矿物的显微变形构造特征进行了深入研究，并分析了这些构造的变形过程，提出了岩体侵位时的运动学与动力学构造模式。     

Modelling of ground acceleration in the near source range: the case of 1976, Friuli earthquake (M = 6.5), northern Italy

A mixed statistical-deterministic model of earthquake rupture is developed for evaluating the strong ground motion in the near source range (receiver distance comparable to the fault length). The source parametrization is based on the k-square model and the propagation is computed by asymptotic Green's functions. The method is applied to the case of 1976, Friuli earthquake (M = 6.5) in northern Italy which occurred on a low-dip thrusting fault. Acceleration records at 29 stations are computed for 100 simulations of rupture histories. The mean value map of peak ground accelerations shows clearly a maximum to the south due to the inner geometry and directivity of the source. The variation of the estimated PGA versus the epicentral distance is strongly dependent on azimuth and is not decreasing monotonically. The comparison of these curves with those predicted by empirical acceleration–distance relationships shows discrepancies in the near source distance range. This study shows the importance of considering the complexity of the source rupture process for strong motion estimate in the near source range.