Soil nailing is an economical and convenient bracing structure for foundation pits.
土钉支护是一种经济便捷的基坑支护方式。
The difference of two calculating methods for stiffness of bracing structure are compared.
分析了目前常见的两种计算基坑支撑刚度方法的差异、优缺点和适用范围。
It is feasible for using FLAC3D to simulate the anchor force and deformation of deep foundation pit bracing structure.
用FLAC3D数值模拟深基坑支护结构中锚杆的内力与变形是可行的。
Analysis on the reliability of anti slide design in cement soil bracing structure for foundation pit is conducted herein by using JC method.
本文采用JC法对基坑水泥土支护体抗滑动设计进行了可靠度分析。
After analyzing and comparing the performance of normal bracing structures in mechanics, we use a freely supported beam for sensing deforming structure.
通过对常用支撑结构的力学分析与性能对比，选用简支梁作为压力传感器敏感变形机构。
The fixing of decorative stone and the seismic behavior of bracing structure were examined through test and then the safety of earthquake is able to be ensured.
通过试验，检验了装饰石材的固定方式和支撑结构的抗震性能，有助于保障装饰石材的抗震安全。
Through the back-analysis of a computing example, the design optimization of pile-strut bracing structure of deep foundation pit is presented based on reliability analysis.
为了进行支护结构的可靠性设计，探讨了随机变量对支护结构设计的影响，并给出了进行支护结构计算的实例。
By using the finite difference method FLAC3D, simulation model of deep foundation pit was established, and internal force and deformation of bracing structure were calculated.
运用有限差分法，采用岩土软件FLAC3D建立深基坑桩锚支护结构的仿真模型，并对支护结构中锚杆的内力与变形进行数值模拟。
In the design of cantilever pile cluster bracing structure the calculation of its horizontal displacement is discussed by taking the design of certain foundation pit bracing as an example.
本文以某基坑支护工程设计为例，讨论了悬臂式桩排支护结构设计中支护结构水平位移计算问题，并提出了减小支护结构水平位移的构造设计措施。
The nature of single-skinned construction allows us to see and understand the layers of a building - the load bearing structure, the bracing, the cladding and the ornament.
单层表皮的本质使我们能够看到并理解建筑物各层级的关系——承重结构、支撑、覆层和装饰。
The multilayer hinged frame structure with bracing doesn t have the flaws of the rigid frame structure as the abo.
迄今为止，对刚接框架的抗震性能有过很多研究，但对多层柱支撑铰接钢框架结构的抗震性能的研究几乎还是空白。
The columns' buckling in the weak-bracing staggered truss structure is differing from that in frame structure, because of the trusses' bracing.
由于桁架的支撑作用，弱支撑交错桁架结构柱子的有侧移失稳与纯框架柱的有侧移失稳存在区别。
Single rotor use single bearing bracing, magnetic pole is the integrated structure, collector ring is brass ring.
转子采用单轴承支撑，磁极为一体化结构，集电环为铜环。
So-called composite (three functions) deep foundation structure is defined as: to use slurry wall, basement base plate and a part of plate beam as foundation pit bracing;
在深基础结构工程设计中，将地下连续墙、地下室底板和部分楼板、梁作为深基坑开挖时的支护体与临时支撑；
The fabricated frame-bracing dam is a new style regulating structure used for the regulation of a meandering river.
装配式框架支撑坝是为适应游荡性河道整治需要而提出的一种新型整治建筑物。
In the strong-bracing staggered truss structure, the rotating restraints which the columns suffer come from not only the members of the truss, but also the columns up and down.
在强支撑交错桁架结构中，柱子受到的转动约束不仅来源于桁架构件，而且还来源于上、下柱。
The bracing support structure is an important junction in the process of foundation excavation.
基坑施工中围护结构是重要的一个环节。
The test results show that: the above two steel bracing-retrofitting methods can improve the lateral stiffness and energy-dissipating capacity of the existing frame structure effectively;
试验表明，两种支撑加固方法都能显著提高结构的抗侧刚度，有效改善结构的耗能能力；
The test results show that: the above two steel bracing-retrofitting methods can improve the lateral stiffness and energy-dissipating capacity of the existing frame structure effectively;
试验表明，两种支撑加固方法都能显著提高结构的抗侧刚度，有效改善结构的耗能能力；
应用推荐