新型压力均布型锚索锚固机理的试验研究

通过改变压力型锚索锚固段承载体结构形式和锚固段围岩强度,研究新型压力均布型锚索锚固段承载体和砂浆之间作用力传递机理,获得承载体压力分布及其大小,阐述注浆体抗剪性能的变化,从而可以确定压力均布型锚索合理的承载体结构形式。研究结果表明压力均布型锚索承载体轴力沿钢管径向均布,承载体表面肋状结构增加砂浆体的抗剪性能,大大提高压力均布型锚索的锚固能力,从而可以优化锚索锚固段的长度。     

Method of deformation analysis for composite structures of soils and masonry stones

The coupled numerical manifold method (NMM) and discontinuous deformation analysis (DDA) are enhanced to simulate deformations of continuous soil and discontinuous masonry structures. An elasto-plastic NMM-DDA is formulated that incorporates elasto-plastic constitutive laws into incremental forms of the equation of motion. A node-based uniform strain element is applied to avoid volumetric locking, which often occurs in conventional NMM-DDA. The proposed method is applied to three fundamental boundary value problems: a beam bending problem, a bearing capacity problem of a footing, and a bearing capacity problem of a masonry structure. The method is verified through comparisons with conventional solutions.     

锥束CT的CT值标定方法

CT值是医学CT重建图像的一个必备要素,在某些场合下已成为医生诊断疾病的辅助工具,比如骨密度测量、图像分割与识别等。本文介绍一种锥束CT的CT值转换方法。借助Sedentex CT模体,分别获得5种材料的标称CT值和锥束CT衰减系数重建值,并经线性拟合,建立起标称CT值和衰减系数重建值之间的转换方程。最后,分析对比度噪声比和图像灰度值均匀性偏差在CT值转换后的变化情况。     

ON THE SELF ORGANIZED CRITICALITY OF NON UNIFORM SANDS

ＯＮＴＨＥＳＥＬＦＯＲＧＡＮＩＺＥＤＣＲＩＴＩＣＡＬＩＴＹＯＦＮＯＮＵＮＩＦＯＲＭＳＡＮＤＳＬｉｎｇｋａｎＹＡＯ２ａｎｄＤｕｏＦＡＮＧ３ＡＢＳＴＲＡＣＴＦｒｏｍｔｈｅｖｉｅｗｐｏｉｎｔｏｆｓｅｌｆｏｒｇａｎｉｚｅｄｃｒｉｔｉｃａｌｉｔｙ,ｔｈｉ...     

Probabilistic analysis of peak response of MDOF systems with uncertain PSD function

The use of uniform hazard spectra which have the same probability of exceedance at different frequencies has been proposed for the future version of the National Building Code of Canada. Commonly used combination rules to estimate the peak responses of multi‐degree‐of‐freedom (MDOF) systems are the square root of sum of squares rule and the complete quadratic combination rule. However, the probability that the peak response of a MDOF system exceeds the one estimated by using these rules with the peak modal responses from the uniform hazard spectra cannot be inferred directly. The assessment of the probability of exceedance of the peak response of MDOF systems is presented by considering that the uncertainty in seismic excitation due to all potential earthquakes can be lumped in the power spectral density function of the ground acceleration with uncertain model parameters. This probability is evaluated based on the random vibration of linear systems and the first‐order reliability method. It is found that the under‐ or over‐estimations are less than about 5 or 10% if the modal contributions are not within 10–90% of, or not within 20–80% of, the absolute sum of the effective modal peak responses, respectively. Otherwise, severe under‐ or over‐estimation could result. Copyright © 2002 John Wiley & Sons, Ltd.     

推进农村地籍房屋调查的思路与方法——以福州市为例

本文以福州市为例,本着充分利用已有工作资料,减少重复建设和资金浪费的原则,同时遵循地籍调查和房屋调查的有关规范要求,重点探讨房地合一调查的关键问题,如工作底图、摸底调查、地籍房屋调查的方法、宗地分层表示的方法、房屋调查和测量的方法和精度等方面,同时对调查过程中存在的问题提出自己的建议。     

计算横向非均匀介质体波理论地震图的Maslov渐近法

本文运用Maslov渐近理论编写的二维横向非均匀介质中的理论地震图程序,与其它类型算法作了精确对比,结果表明,在层状介质模型中,本程序的结果无论振幅还是波形对比都与反射率法基本相同。对于二维横向非均匀模型,在射线理论的非奇点处,本算法与射线方法基本一致,在射线理论的奇异点处,Maslov方法消除了射线理论所固有奇点,提高了计算精度。     

应用地下水匀坡与加坡原理计算渗透系数

应用匀坡及加坡原理,推导出了单井（孔）稳定流承压完整井渗透系数的计算公式,该公式已考虑到无效降深对渗透系数计算的影响,同时在计算过程中充分利用了水位恢复资料,而水位恢复的过程也排除了一些干扰因素的影响,因此,参数计算结果应更接近实际。     

A universal algorithm to generate pseudo-random numbers based on uniform mapping as homeomorphism

A specific uniform map is constructed as a homeomorphism mapping chaotic time series into [0,1] to obtain sequences of standard uniform distribution. With the uniform map, a chaotic orbit and a sequence orbit obtained are topologically equivalent to each other so the map can preserve the most dynamic properties of chaotic systems such as permutation entropy. Based on the uniform map, a universal algorithm to generate pseudo random numbers is proposed and the pseudo random series is tested to follow the standard 0-1 random distribution both theoretically and experimentally. The algorithm is not complex, which does not impose high requirement on computer hard ware and thus computation speed is fast. The method not only extends the parameter spaces but also avoids the drawback of small function space caused by constraints on chaotic maps used to generate pseudo random numbers. The algorithm can be applied to any chaotic system and can produce pseudo random sequence of high quality, thus can be a good universal pseudo random number generator.     

Dynamic interaction of bridge–train system under non‐uniform seismic ground motion

The probability that an earthquake occurs when a train is running over a bridge in earthquake‐prone regions is much higher than before, for high‐speed railway lines are rapidly developed to connect major cities worldwide. This paper presents a finite element method‐based framework for dynamic analysis of coupled bridge–train systems under non‐uniform seismic ground motion, in which rail–wheel interactions and possible separations between wheels and rails are taken into consideration. The governing equations of motion of the coupled bridge–train system are established in an absolute coordinate system. Without considering the decomposition of seismic responses into pseudo‐static and inertia‐dynamic components, the equations of motion of the coupled system are formed in terms of displacement seismic ground motions. The mode superposition method is applied to the bridge structure to make the problem manageable while the Newmark‐β method with an iterative computation scheme is used to find the best solution for the problem concerned. Eight high‐speed trains running over a multi‐span steel truss‐arch bridge subject to earthquakes are taken as a case study. The results from the case study demonstrate that the spatial variation of seismic ground motion affects dynamic responses of the bridge–train system. The ignorance of pseudo‐static component when using acceleration seismic ground motions as input may underestimate seismic responses of the bridge–train system. The probability of separation between wheels and rails becomes higher with increasing train speed. Copyright © 2011 John Wiley & Sons, Ltd.