查询词典 supporting structure

By the method and procedure in this paper, the stress and strain of supporting structure are studied under the condition of different heaped load,excavation depth, excavation separatrix location and soil mass condition.

利用本文的计算方法及程序，分别计算分析了外加荷载不同、开挖深度不同、挖深分界不同、两侧土质不同等四种情况下支护结构的内力和变形。

On the safe side, we should use active soil pressure and passive soil pressure to calculate the support strength before T increased. That is RA=EA-EP Among them: RA ………… holding strength EA ………… composite force of active soil pressure EP ………… composite force of passive soil pressure Immediately, flexural torque distribution of enclosure wall can be counted. Mmax is the location of shear force zero. Equivalence beam method abridges. No matter which kind of supporting structure form, the key problem lies in the establishment depth of catch point, severity of support and enclosure wall, penetration depth and pit bottom quality of soil property.

单道锚杆支护结构计算分别采用静力平衡法及等值梁法，根据试算法插入深度t值需先进行假定墙的插入深度确定后来计算支撑力，为了安全起见，可按插入深度增大前的主动与被动土压力合力计算支撑力即 RA=EA-EP 式中：RA …………支撑力 EA …………主动土压力合力 EP …………被动土压力合力随之可求围护墙的弯矩分布，Mmax为剪力为零点的位置，等值梁法的计算略述。

In the absence of a supporting structure, it clambers along the ground.

在没有支持物的结构，它就沿着地面向前。

In the absence of a supporting structure, it clambers along the ground.

这些每年落叶的，观赏性攀缘植物用它的吸盘卷须状喜欢爬到砖墙的建筑物。

Based on the characteristics of collapsible loess in northwest region, the frame supporting structure with pre-stressed anchor bar is analyzed in this paper.

本文针对西北地区黄土的特点，对框架预应力锚杆支挡结构进行了理论分析研究。

To use it conveniently, we can formulate the design and calculation tables considering many combinations of work conditions under different situations for the frame supporting structure with pre-stressed anchor bar, which are very convenient to engineering designers.

如果已知相关设计参数和土体参数，利用该程序可以直接得到设计所需的框架的截面尺寸和配筋、锚杆的直径和长度以及基础的埋置深度。

According to the similarity method and model test method, a indoor test was conducted and the soil pressure distribution in the grillage supporting structure with prestressed anchor bar in the loess slope was studied.

以相似理论为基础，通过室内模型试验的方法，研究黄土地区框架预应力锚杆支护边坡的土压力分布规律。

According to the similarity method and model test method,a indoor test was conducted and the soil pressure distribution in the grillage supporting structure with prestressed anchor bar in the loess slope was studied.

在框架预应力锚杆支护边坡工程中，由于锚杆、预应力及堆载的存在，使得边坡应力状态复杂。以相似理论为基础，通过室内模型试验的方法，研究黄土地区框架预应力锚杆支护边坡的土压力分布规律。试验结果表明，锚杆预应力的大小、位置及其施加次序是影响边坡应力状态的主要因素

The calculating model of soil pressure of anchor bar supporting structure commended by the code named "technical code for building slope engineering" is reasonably chosen.

这经实践证明并不十分妥当，文中选用目前《建筑边坡工程技术规范》所建议的锚杆支挡结构的土压力计算模型，即认为土压力的分布形状为梯形。

Equivalence beam method of many anchor supporting structure.

多道锚杆支护结构的等值梁法。

This one mode pays close attention to network credence foundation of the businessman very much.

这一模式非常关注商人的网络信用基础。

Cell morphology of bacterial ghost of Pasteurella multocida was observed by scanning electron microscopy and inactivation ratio was estimated by CFU analysi.

扫描电镜观察多杀性巴氏杆菌细菌幽灵和菌落形成单位评价遗传灭活率。