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ground beam相关的网络例句

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与 ground beam 相关的网络例句 [注:此内容来源于网络,仅供参考]

The paper by way of normal recommended method, derives step by step so called all spring elastic ground beam which spring is related to direction of wall deviation.

本文将由通常惯用的方法,逐步引出全弹簧弹性地基梁法,该方法的弹簧与墙体变位方向有关。

Then, to incorporate non-linear earth pressure gradual change theory, to get non-linear earth pressure all spring elastic ground beam method which is related to wall deviation direction and magnitude.

然后结合非线性土压力渐变理论,得出非线性土压力全弹簧的弹性地基梁法,该法与墙体变位方向与大小均有关。

Since the strong ground clutter processing residual on the low beam position caused by the sequential scanning of the beam in radar elevation is used as ground clutter and it appears in high beam position skippingly,this will affect radar normal dete.

由于这种雷达俯仰面波束的时序扫描而产生低波位的强地物回波处理剩余,作为地物杂波在高波位时跨周期出现,影响雷达系统正常的检测与显示,为解决此问题文中提出了一种比较有效的处理方法。

There are 2 large anchor bases at north and south of the main stadium of Nanjing Olympic Sports Center and a 396 meters prestressed ground beam connects these two anchor bases.

南京奥体中心主体育场南北分别设计2个大型拱脚,在南北拱脚之间由396m长预应力地梁连接。

On the basis of detail analyzing the cause and influence factors of the approach slap design, this paper which utilize the flexible ground beam theory and finite element numerical calculation method to calculate the ground reaction、internal force and bending deflection, in each condition of disjoint and undisjoint of the approach slap near the abutment end, with the different ground module and length of the approach slap, achieves some valuable conclusions.

本文在对桥头跳车成因和桥头搭板设计影响因素作了详细的分析基础上,运用弹性地基梁理论和有限元数值计算方法,对桥头搭板在近台端不脱空和脱空时,在不同的地基模量及不同的搭板长度,搭板任意截面的地基反力、内力及挠度大小进行计算,得出了一些有意义的结论。

Based respectively on elastic ground beam and finite element method, two dynamic prediction methods for displacement of foundation pit are developed by the light of bionic algorithms. The case studies demonstrate that the two methods have advantage over other methods.

通过修正土压力分布模式,利用仿生算法,建立了基于弹性地基梁有限元法的深基坑支护结构位移与安全性动态预报模型和计算方法,两个算例表明,该法比规范推荐的弹性地基梁法的预测精度要高;同时,建立了基于连续介质有限元法的深基坑支护结构位移与安全性动态仿生优化预报法,算例计算结果证明了该法比同类方法计算结果要好。

The construction technology of prestessing anchored cables and ground beam s,the effectiveness and the superiority of controlling the high slope disasters with the prestressed anchored cables and ground beam s.

分析了内蒙古老集高速公路第四合同段高边坡病害成因及相应治理方案,阐述了预应力锚索及地梁施工工艺,指出在处理高边坡病害中预应力锚索地梁特有的有效性和优越性。

Then the time-dependent resistance models of the timber beam and timber column are calculated in which the empirical formula in China is used for above- ground,exposed timber beam and column and the decay depth model for under-ground timber in Australia is adepted the timber embedding wall.

然后据此推导了彩钢活动房各类构件的腐朽抗力衰减模型,采用国内经验公式推导了抗弯腐朽木梁和地面上木柱的随机时变抗力模型;采用澳大利亚的地下木材的腐朽深度—时间模型,推导了初始抗力为正态分布的随机变量的墙内木柱的随机时变抗压承载力模型,并采用该模型对某历史结构的木梁进行了剩余寿命预测。

Then the time-dependent resistance models of the timber beam and timber column are calculated in which the empirical formula in China is used for above- ground,exposed timber beam and column and the decay depth model for under-ground timber in Australia is adepted the timber embedding wall.

然后据此推导了各类构件的腐朽抗力衰减模型,采用国内经验公式推导了抗弯腐朽木梁和地面上木柱的随机时变抗力模型;采用澳大利亚的地下木材的腐朽深度—时间模型,推导了初始抗力为正态分布的随机变量的墙内木柱的随机时变抗压承载力模型,并采用该模型对某历史结构的木梁进行了剩余寿命预测。

This paper introduces the calculation process design of ground anchor end -beam of continuous reinforcement concrete road surface, analyzes the influence on end -beam internal forces caused by plate thickness, beam height, soil inner friction angle and road bed soil cohesion.

介绍了连续配筋混凝土路面端部地锚梁计算流程设计,分析了板厚、地锚梁高度、内摩擦角以及路基土粘聚力等因素对地锚梁受力状况的影响,并得出了结论。

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