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静荷载
    Non-liner Vibration of Circular Plate Subjected to Static Load on Elastic Foundation
    静荷载作用下圆薄板在弹性地基上的振动问题
    Analysis on PHC Pipe Pile Static Load Test in Jiangbin Flood Protection Dike in Wenzhou
    温州市江滨西路防洪堤PHC管桩静荷载试验及分析
    LIMITATIONS OF STATIC LOAD THEORY IN ROCKBURST RESEARCH AND PRELIMINARY ANALYSIS ON DYNAMICS MECHANISM OF ROCKBURST
    静荷载理论在岩爆研究中的局限性及岩爆岩石动力学机理的初步分析
    GA Applied in Inverse Problems of Elasticity Structure Static Load
    弹性结构静荷载反问题的遗传算法
    Static Load Test of Concrete-filled Steel Tubular Arch Bridge
    某钢管混凝土系杆拱桥静荷载试验
    Static Load Test of Chaoyanglingfeng Steel Pipe Concrete Arch Bridge
    朝阳凌凤钢管混凝土拱桥静荷载试验
    Study on subsiding test of backfill soil in tank base of vertical fluid-storage tank under static load
    静荷载作用下立式储液罐基础内回填土的沉降试验研究
    By single pile bearing capacity form static load test for the cement stirring pile of different lengths, using mathematical statistical data processing method (regression analysis , variance analysis ),the paper establishes the correlated regression equations between the single pile bearing capacity , pile side friction and the pile length , i.e.the mathematical model .
    该文通过不同桩长的水泥搅拌桩单桩承载力静荷载试验,运用数据统计数据处理方法,建立单桩承载力、侧摩阻力与桩长之间的相关回归方程,即数学模型。
    The affections of initial geometry imperfection and initial static load for structure dynamic stability under strong earthquake are analyzed.
    分析初始静荷载和初始几何缺陷对结构在地震作用下动力稳定性的影响 ,模拟结构在强烈地震作用下失稳破坏全过程
    When the vertical static load was 0.3 times of the static bearing capacity,the maximum vertical cyclic failure load was 0.43 times of vertical static bearing capacity.
    当静荷载是静承载力的0.3倍时,竖向循环承载力达到最大,为竖向静承载力的0.43倍;
    When the vertical static load was 0.5 times of the static bearing capacity,the maximum horizontal cyclic failure load was 0.79 times of horizontal static bearing capacity.
    当静荷载是静承载力的0.5倍时,水平循环承载力达到最大,为水平静承载力的0.79倍。
    Relevant conclusions of structure deformation are gotten through the analysis of deformation curve of static load test of bridge span.
    通过对该桥梁跨度静荷载检验变形曲线进行分析,得出了其结构变形的有关结论。
    Studies on the Time Effect of the Settlement of Single Pile under Static Load
    静荷载下单桩沉降的时间效应研究
    An Analytical Solution of Settlement-Time Relation on Single Pile under Static Load
    静荷载下单桩沉降与时间关系的解析解
    At the same time, we obtained the influencing laws of stress diffusion and transfer by moisture content and destiny of different soil. Furthermore, author designs some tests, such as diffusion speed test of stress in soil under static load and sound wave test.
    针对现有土中应力测试手段(土压力传感器量测土中应力)的局限性,设计相关试验——静荷载作用下土中应力传递速度试验与声波试验,验证了利用声波测试技术进行土中应力量测的可行性。
    1. The stress field and displacement field under basic load combination are analyzed, and Point safety against sliding and stabilization safety factor against sliding are also analyzed, so that the structural condition under static load is completely studied.
    1.对结构在静荷载下的基本荷载组合进行应力场和位移场分析,并从结构点抗滑安全系数和抗滑稳定安全系数方面,对围堰结构体系稳定性进行研究,全面论证结构在静载下的承载性态。
    We can obtained the internal force and deformation response of structure under static load, wind load and the seismic load.
    通过上述对结构的计算分析了解到该结构在静荷载、风荷载和地震荷载作用下的内力和变形反应。
    For horizontal static load and circular load, P-Y curve can preferably reflect the non-linear characteristics of pile foundation.
    对于水平静荷载及循环荷载,P-Y曲线法是一种能较好地反映桩基非线性变形特性的方法。
    Comparison of soil deformations caused by dynamic and static load.
    动、静荷载下的土体变形比较。
    After analyzing Distribution of stress and deformation of soil caused respectively by dynamic and static load, comparability in two status was found.
    通过对动、静荷载下土体的应力分布及土体变形分析,发现二者具有很大的相似性。
 

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