均布荷载作用下挡土墙后粘性填土的土压力计算

基于极限分析下限定理,导出了均布荷载作用下倾斜坡面挡土墙后粘性填土的侧向土压力的解析解,并通过具体数值计算以图表的形式给出了填土摩擦角、无量纲粘结力cγz、无量纲荷载强度qγz及填土表面倾角α等参数不同组合情况下的综合主动和被动土压力系数值,可供工程实践直接采用。在此基础上,就各参数对综合主动和被动土压力系数的影响进行了有意义的探讨     

L型挡土墙滑裂面确定方法与地震稳定性分析

提出了L型挡土墙两种破坏模式,即长踵板式和短踵板式,且破坏模式受几何参数和物理力学参数影响。研究了两种破坏模式下L型挡土墙滑裂面确定方法和地震稳定性问题,界定了两种破坏模式的临界条件。考虑第二、第三滑裂面产生条件,应用极限分析运动学原理,建立地震荷载作用下L型挡土墙临界状态方程,推导出地震加速度系数表达式。根据极值原理,给出最优解,从而计算得到临界屈服加速度系数及其对应的滑裂面倾角。通过算例分析可知：临界屈服加速度系数小于M-O公式法,长踵板式L型挡土墙滑裂面倾角与坦墙判别公式结果相同,且滑裂面之间的夹角等于90o-φ,即与滑移线场的结论相同。短踵板式L型挡土墙滑裂面夹角近似等于90o-φ。     

τ-p变换的两种实现方法

τ-p变换是一种经典的函数投影变换方法,在地震数据处理中有着广泛的应用,可以根据地震数据射线参数的差异,实现信噪分离、地震道插值、平面波分解等。但是,由于τ-p变换的精度和分辨率受到相应数学反问题的限制,在保证较高变换精度的前提下,τ-p变换计算速度的加快,以及相应滤波算子的设计等都值得研究。本文提出了基于径向道变换的τ-p变换方法和基于斜率分解的τ-p变换方法,阐明了两种方法的基本原理并与常规τ-p变换方法进行对比。基于径向道变换的τ-p变换方法利用快速Fourier变换和径向道变换,能有效减少τ-p变换的耗时;基于斜率分解的τ-p变换方法运用斜率分解算法,能进行高分辨率τ-p变换,并且提供冗余变换维度（τ-x-p域）,使滤波器算子的设计更灵活。数值实验结果表明,两种实现方法分别在计算速度和重构精度上优于传统τ-p变换算法。通过面波噪声压制的实际数据处理和比较,证明本文提出的两种τ-p变换实现方法可以为实际处理提供更加有效和灵活的实施方案。     

路堤下土工合成材料加固软土地基的极限分析

路堤或堤坝工程中土工合成材料加固软土地基得到广泛应用,但其计算方法仍有不足之处。从极限分析的角度来研究,引入滑移线法来改进极限分析上限法,推导出一种新的地基极限分析方法,并基于推导的极限承载力计算公式,把路堤破坏宽度作为变量,求解出路堤极限高度。工程实例对比分析表明,路堤极限高度计算结果与实测结果相差不大。其研究结论为软土地基路堤设计提供了一个新的和有效的方法。     

黏性泥石流沟道侵蚀启动机制研究

黏性泥石流具有非常强的侵蚀能力,在其运动过程中不断地对沟道进行下蚀和侧蚀,并将沟道中大量的松散物质带走,增大了泥石流的危害性。根据黏性泥石流本构模型和土体抗剪强度理论,以极限分析的上限定理为工具,在假定沟床以圆弧面侵蚀的条件下,研究了黏性泥石流运动对沟道土体的侵蚀启动机制,建议了相应的计算公式和判断准则,讨论了泥石流重度、沟道坡降、土体强度等因素对沟道土体受泥石流侵蚀启动速度的影响。     

土性参数相关距离的计算研究和统计分析

通过大量计算,对求相关距离的各种方法进行了对比研究,对太原和杭州地区典型土层的相关距离进行李统计分析,还结合某一工程实例讨论了相关距离估计的贝叶斯方法。     

Advances in theory of plastic mechanism control: closed form solution for MR‐Frames

In this paper new advances in the application of ‘Theory of Plastic Mechanism Control’ (TPMC) are presented. TPMC is aimed at the design of structures assuring a collapse mechanism of global type. The theory has been developed in the nineties with reference to moment‐resisting frames (MRFs) and progressively extended to all the main structural typologies commonly adopted as seismic‐resistant structural systems. In particular, the outcome of the theory is the sum of the plastic moments of the columns required, at each storey, to prevent undesired failure modes, i.e. partial mechanisms and soft‐storey mechanisms. The theory is used to provide the design conditions to be satisfied, in the form of a set of inequalities where the unknowns are constituted by the column plastic moments. This set of inequalities was originally solved by means of an algorithm requiring an iterative procedure. The advances presented in this paper are constituted by the identification of a ‘closed form solution’ and by the use of TPMC in a more systematic design approach. This result is very important, because the practical application of TPMC can now be carried out even with very simple hand calculations. The practical application of TPMC is herein presented with reference to the design of a multi‐storey frame whose pattern of yielding is validated by means of both push‐over analysis and incremental dynamic analyses. Copyright © 2014 John Wiley & Sons, Ltd.     

一种GNSS大网数据快速高效处理策略

针对当前大型GNSS网络数据处理需求与现有处理策略和能力的矛盾,介绍基于不动点理论所建立的Ambizap网解新算法,将分布式计算技术引入到GNSS数据处理中,设计并利用.NET框架下的分布式技术实现分布式环境下基于Ambizap算法的大型GNSS网数据分布式处理流程,通过多个算例验证了Ambizap算法的精度和其分布式应用的高效性。     

Experiment and analysis of a leverage‐type stiffness‐controllable isolation system for seismic engineering

Owing to the fixed design parameters in traditional isolation systems, the optimal isolation performance may not always be achieved when a structure is subjected to a nondesign earthquake. At the same time, even though an active isolation system (AIS) can offer a better reduction for different seismic waves, in practice the control energy required still constrains its application. To solve this problem, a novel semi‐active isolation system called the Leverage‐type Stiffness Controllable Isolation System (LSCIS) is proposed in this paper. By utilizing a simple leverage mechanism, the isolation stiffness and the isolation period of the LSCIS can be easily controlled by adjusting the position of the pivot point of the leverage arm. The theoretical basis and the control law for the proposed system were first explained in this work, and then a shaking table test was conducted to verify the theory and the feasibility of the LSCIS. As shown in the experiment, the seismic behavior of the LSCIS can be successfully simulated by the theoretical model, and the isolation stiffness can be properly adjusted to reduce the seismic energy input in the LSCIS system. A comparison of the LSCIS with the other systems including passive isolation and AISs has demonstrated that based on the same limitation of base displacement, better acceleration reduction can be achieved by the LSCIS than by any of the other isolation systems. In addition, the control energy required by the LSCIS is lower than that for an AIS using the traditional LQR control algorithm. Copyright © 2010 John Wiley & Sons, Ltd.     

层状岩体边坡动态稳定性拟静力上限分析

将强度折减技术与极限分析上限定理结合,利用安全系数Fs评定指标对层状岩体边坡进行稳定性上限分析,与已有研究成果进行了对比分析,并较为详细地分析了相关参数对层状岩体坡体安全系数和潜在破裂面的影响。分析结果表明,与同类计算方法的对比可以证明表明文中方法的正确性;边坡安全系数和破坏范围受边坡坡度、岩体重度、边坡高度、动载效应系数和岩层倾角的控制;当岩层倾角处于一定范围时,层状岩体边坡发生顺层失稳的可能性最大,工程中需特别注意。