1·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。
2·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。
3·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。
4·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。
5·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。
6·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。
7·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。
8·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。
9·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。
10·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。