三角高程测量在基坑监测中的研究及应用

采用一种新的三角高程测量方法进行变形监测,该方法可以使全站仪在任意点设站,减少了工作量,在测量中,不用量取仪器高、棱镜高,减少了三角高程测量中的误差来源,提高了精度。通过分析三角高程测量的精度,验证了精密三角高程测量代替几何水准测量的可行性与可靠性,结合基坑监测实例,将三角高程测量的数据与几何水准测量的数据进行比较,比较的结果显示,该三角测量方法结合精密全站仪可以替代几何水准测量,在实际工作中具有一定的适用性和参考价值。     

弹性地球各种几何轴和物理轴的定义

基于经典的弹性地球自转动力学理论,建立了极移和章动的联合动力学方程。由此给出了弹性地球各种几何轴和物理轴(Tisserand轴、自转轴、瞬时形状轴、角动量轴、CEP和CIP轴)的极移、岁差章动的动力学方程,明确了各种轴的定义及其之间的理论关系。理论研究表明,联合动力学方程要比经典动力学方程综合性强易于理解,可同时求解极移和章动,特别是在文[1]理论中出现的倾斜模(TOM),在此只是作为了一个特解而存在。     

Estimation of the rocks statistical parameters from traveltime measurements

In this paper the method for estimating the statistical parameters of the medium from traveltime measurements of refracted waves is applied to study the statistical characteristics of crystalline rocks at the Multifunctional Station Faido (Gotthard Base Tunnel, Switzerland). The method is based on the geometrical optics (GO) approximation. A covariance function for traveltime fluctuations has been obtained by considering quasihomogeneous fluctuations of sound velocity in a plain-stratified medium. Strongly anisometric (having unequal dimensions in different directions) random inhomogeneities were embedded in this medium. To estimate the statistical parameters around the tunnel, the traveltime fluctuations are calculated. It is assumed that each observation of traveltime-distance relation for a given shot-receiver group corresponds to a particular realization of a medium statistical ensemble. By calculating the variance and the zero cross intervals of the first derivative of traveltime fluctuations, the standard deviation of the velocity fluctuations and the characteristic horizontal scale of the inhomogeneities are estimated. Although the method allows to obtain the characteristic lengths of the inhomogeneities in vertical as well as in horizontal direction, the limited offset of the field data made it only possible to measure the latter. The estimated horizontal characteristic scale is about 13 m, which is reasonably close to the direct geological measurements in the studied region, where quartz lenses are dominant among the inhomogeneities. The standard deviation of the velocity is estimated as 4.5%, which might be caused by the fractured structure around the tunnel and also by the fault zone near the study area.     

Classification of Collapsed Buildings for Fast Damage and Loss Assessment

Fast and reliable identification of collapsed buildings is essential in case of earthquake disasters in urban areas. Airborne laserscanning offers the possibility to fulfil this task. Based on height measurements, geometrical surface models of buildings can be generated with this technology. Comparing the undamaged pre-event models with those recorded after an earthquake, the location of collapsed buildings and the dimension and characteristic of their damage can be obtained. The knowledge about typical damage types of collapsed buildings is necessary to interpret the changes found between the pre- and post-event building models. As existing building damage classifications don’t meet the requirements of this novel technique, observations and reports of building collapses were analysed. This leads to a new classification system of collapsed buildings and the definition of the so-called “damage catalogue”.The damage catalogue is a composition of different damage types of entire buildings typically occurring after earthquakes and it contains the observed dimensions of the geometrical features such as volume reduction or inclination change for each damage type. Besides the detectability of these geometrical features in airborne laserscanning data, the differentiation of the damage types takes effects on casualty numbers and on different search and rescue needs into account. The damage catalogue was developed by evaluating the associated database, which contains the characterisation of real damaged buildings by the defined geometrical features.The paper includes the conception of the damage catalogue and of the associated database, their use for the described reconnaissance technique and their further application possibilities.     

Discussion and improvement on Monte Carlo method and geometric method

After careful analyses of the popular Monte Carlo method and geometric method in reliability analysis, the misuse of Monte Carlo method with several non-uniform distribution random variables is pointed out. As a result, a correct procedure sampling procedure of Monte Carlo method is presented. Meanwhile, in order to satisfy the needs of practice in reliability analysis, an extended geometrical optimized method(EGOM) is proposed, its procedure under conditions of correlation and non-normal distribution variable is also presented. Furthermore, several examples from others’ reliability analysis practice with the proposed EGOM prove its correctness and effectiveness.     

一种新的图像拼接方法

在分析了几种图像拼接方法存在的缺点后，依据摄影测量原理，提出了一种基于整体平差的图像拼接方法。实验证明，该方法具有自动化程度高、直接利用图像上的明显特征点、拼接精度高且不限图幅大小等优点。     

多尺度面实体的匹配方法研究

从多尺度面实体匹配的需要出发,分析地图综合所引起的一对多、多对多匹配关系,以及不同地图综合算子给同名实体所造成的差异,将一对一匹配关系的几何相似性度量模型和非一对一匹配关系的基于重叠度的面实体匹配方法相结合,采用指标阈值自动确定方法,建立一种新的适用多尺度变化的面实体匹配方法。最后以多个比例尺的居民地为实验对象,验证本方法的可行性和有效性。     

龙门山冲断带构造特征研究主要进展及存在问题探讨

在前人研究成果基础上,对龙门山冲断带差异构造变形特征,构造几何样式,构造演化等几个方面进行了综述。研究表明,龙门山冲断带具有明显差异构造变形特征,即东西分带、南北分段、上下分层,同时发育大量构造变形样式,如断层相关褶皱、三角带、飞来峰、双重构造等等,在经历了多期复杂构造演化之后,构造变形样式具有多期叠加特征,最后提出详细地表构造地质建模、地震剖面精细解释及合理模型的建立,同时结合多种量化测试分析手段能够有效推进龙门山冲断带复杂构造样式与多期构造演化阶段分析研究工作,以及推动该地区的油气勘探。     

大跨度球面网壳结构的风振系数研究

大跨度球面网壳结构应用日趋广泛,其结构特点使风荷载常常起主要甚至是控制作用,风振动力响应研究日益受到关注与重视。本文讨论了网壳结构风振响应时程分析计算方法,并采用节点位移风振系数来衡量网壳结构风振特性。对角锥型双层球面网壳结构进行了不同几何参数即跨度、矢高、球壳厚度等多种情况下的位移风振系数的研究,得出该类网壳的风振系数随几何参数的变化规律,并回归出计算公式,为双层球面网壳结构的抗风设计提供参考。