1) key point simplification calculation method
关键点简化计算法
2) simplified calculation method
简化计算法
3) simple calcaulation method
简化法计算
4) simplified calculating method
简化计算方法
1.
The simplified calculating method of effective length of the flexible pile in the compound foundation;
柔性桩复合地基有效桩长的简化计算方法
2.
Based on the great deal of data in field experiment study of piled raft in high-rise buildings and two typical projects which was calculated and analyzed with three simplified calculating methods,load-sharing between pile and raft was confirmed.
根据高层建筑桩筏基础荷载分担问题的大量现场测试结果,采用三种简化计算方法对两个典型工程进行计算分析对比,得出荷载分担的确存在,并提出了一些建议。
3.
Adopting critical equilibrium theory, finite element method and simplified calculating method, the internal integral stability analysis for soil nailing support structure is introduced in detail; and the advantages, disadvantages and applicable situations of each method are given.
比较详细地介绍采用极限平衡理论、有限元方法、简化计算方法等对土钉支护结构进行内部整体稳定性分析,并且给出了各种方法优缺点和适用情况。
5) simplified calculation method
简化计算方法
1.
Started with the developmental stage of raft foundation s design method,this paper illustrates the concept of three design methods as simplified calculation method,base-plate theoretical analysis method,and combined active analysis method,and discusses the application of these design methods,in order to make structural design safe and economic.
从筏形基础设计方法的发展阶段出发,阐述了简化计算方法、基础板理论分析法、共同作用分析方法三种设计方法的思路,并对设计方法的应用进行了讨论,以求得结构设计的安全、经济。
2.
This paper develops a set of simplified calculation methods through comparing a variety of calculation methods and observed data from the site.
通过对各种稳定设计方法的比较,结合工程实测数据,引入分项系数,直接给定临界滑移面的位置和不同部位的土钉的最大拉力,从而得出一套简化计算方法。
3.
The simplified calculation method of vibration response of jacket platform is put forward for the preliminary design phase.
针对导管架平台的初始设计阶段,提出了振动响应的简化计算方法。
6) simplified method
简化计算方法
1.
In this paper,several existing simplified methods for calculating the dynamic characteristics of SoilStructure Interaction (SSI) are introduced and checked using the SSI shaking table model test data.
本文首先介绍了几种计算结构 地基相互作用体系动力特性的简化方法,并用振动台模型试验的数据资料进行计算分析,讨论了各方法的局限性;在此基础上,提出了一种改进的简化计算方法。
补充资料:点对点法
分子式:
CAS号:
性质:发射光谱分析中,将金属试样制成两个锥体状电极,分别作为光源的上下电极,彼此相对以电弧或火花法进行激发摄谱。该法因无辅助电极,所摄光谱中可无其伴存谱线。
CAS号:
性质:发射光谱分析中,将金属试样制成两个锥体状电极,分别作为光源的上下电极,彼此相对以电弧或火花法进行激发摄谱。该法因无辅助电极,所摄光谱中可无其伴存谱线。
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