At the last of this paper , we summarized the deficiencies of simulating pre - stressing anchor and proposed the new and accurate simulating method which is given up the traditional tow points applied forces and applied a point reverse forces , made beam element simulate the anchor bolt , made interface element simulate concrete . in addition , we proposed two simulating methods applied on flock anchors which improved on considering the contribution of anchors " tangent - orientation stiff . one is post - stressing offset method ; the other is anchor element method 另外，本文还提出了两种改进原有群锚模拟中没有考虑锚索限制变形的侧向刚度贡献的方法，即后续张拉补偿法和锚索单元法，通过平面直线型滑动破坏中这两种方法与传统群锚的两点集中力法的比较、分析，表明这两种方法的结果与实际情况较为相符。
The ratio of story shear rigidity as well as the equivalent lateral rigidity ratio of story above the transfer story to the story under the transfer story should be designed properly to avoid the transfer story becoming weak story , thus the shear walls and the columns in the large base will not yield before the elements above the transfer story ; ( 2 ) the translation - torsion coupled effects and the vibration in the plane should be considered in analysis of structure with large base and muti - towers 转换层的设计除应控制层剪切刚度比外，还应控制转换层上部与下部结构的等效侧向刚度比以避免薄弱层出现在框支层，保证地震作用下落地剪力墙和框支柱不先于转换层上部结构进入屈服状态；大底盘多塔楼结构的分析必须考虑平扭耦联振动和楼板平面内振动的影响。
Coupling beams are important elements in coupled walls . they are ligaments for passing force between single shear walls , and their linear stiffness is one of the key factors of affecting lateral stiffness of coupled walls and the internal forces in coupled walls , furthermore they are the first position for earthquake energy dissipation in seismic coupled walls 连梁是联肢剪力墙结构中的重要构件，它是墙肢之间传力的纽带，其线刚度是影响联肢墙侧向刚度以及墙肢中内力的关键因素之一，而且是抗震联肢墙结构耗散地震能量的首选部位。
Three kinds of springs were used to imitate different lateral stiffness of soft ground , and special drawers with sliding path were modeled as lateral displacement pile of embankment during its filling periods , with the function of reinforced - mat considered . on the basis of the data of tests designed by thogonal table l9 ( 34 ) , three kinds of ( factor , depth of layer , loading ) state matrixes are obtained which could be used for procedure analysis by making use of the principle of information matrix conformation 用弹簧模拟土体的侧向刚度，用可滑动的特殊抽屉模拟软基填筑路堤坡脚的边桩，并基于对边桩侧向位移速率影响程度室内模型试验测试数据，利用信息矩阵构造原理，构造了总揽全局的、可用于过程分析的三种(因素、层位和荷载)状态矩阵。
Some aseismic design concepts of tube structure with transfer storey , including the level of transfer storey , the change rate of equivalent stiffness , the change rate of lateral stiffness , are presented . transfer brackets are used in shenzhen fujian xingye bank for extention and setback along the height of the building 文中给出了带转换层简体结构抗震设计的几个概念，包括：限制转换层设置高度，控制转换层上、下层结构的等效刚度比，控制转换层与其上一层侧向刚度比等。
Through analysis of some examples , with the methods of first order elastic analysis , second elastic analysis and the notional load approaches recommended in the book code for design of steel structure ( gb 50017 - 2003 ) and other methods , it carries act a comparative analysis of the frame structure . the result shows first order plastic analysis would be taken in calculation of the frame structure when < 0 . 1 . however , when > 0 . 1 and < 0 . 25 , the second order elastic analysis would be taken and the imaginary horizontal load is dealt with the defects of frame structures , or the method in this thesis would be taken 结果表明，当0 . 1时，可以采用一阶弹性分析进行框架结构的计算；当0 . 1且0 . 25时，应采用二阶弹性分析计算框架的内力，可以用假想水平荷载法考虑缺陷对内力的影响，也可以用本文方法进行分析；当0 . 25时，考虑二阶效应后，一阶弹性分析与二阶弹性分析所得的位移相差较大，说明二阶效应非常显著，应增加框架的侧向刚度。
