lateral deflection造句

• Restrained from lateral deflection braced
  侧向变位受箝制
• It is set forth that the limit value of lateral deflection is remained to be discussed further
  阐述了高层钢结构水平位移指标设计限值有待于进一步探讨。
• The lateral deflections of bracing systems are composed of flexural and shear deformation in practical structures
  在实际结构中支撑体系表现为弯剪综合的特性。
• Based on the test results , the ultimate load - carrying capacity , mode of failure , cracking behavior and load versus mid - pan lateral deflection curves of the strengthened specimens are summarized and analyzed
  在试验的基础上，对加固构件的极限承载力、破坏形态、裂缝分布以及荷载跨中桡度曲线等进行了总结和分析。
• It is pointed out that wind vibration comfort control on tall steel structure by using modem control technique and the lateral deflection control on the frame - core wall structure by using outriggers can be realized
  指出了现代控制技术对高层钢结构风振舒适度控制及外伸臂对框架核心筒结构体系水平位移指标控制的实现。
• Abstract : this paper has shown that t he research on static test of equivalent wind load for 1 / 33 model of jiaoyin fin ance building . the lateral deflection and strain values of main components have b een tested and the vationdity of structure design has been verified by test resu lts
  文摘:本文采用微粒砼制作了交银金融大厦的1 / 33模型,进行了等效风荷载静力试验研究,测得了结构在风荷载作用下的侧向位移以及主要构件的应变值,验证了结构设计的合理性。
• Behavior and mechanism of concrete filled double - skin steel tubular ( cfdst ) beam - columns subjected to monotonic or cyclic loading were investigated . two kinds of cfdst section tubes were studied in this paper , that is , the outer steel tubes are circular hollow sections ( chs ) or square hollow sections ( shs ) , while all the inner steel tubes are chs . based on systematic parameter analysis , simplified models were derived to predict the load - carrying capacities of the composite members , and simplified moment - curvature and lateral load - lateral deflection hysteretic models , as well as ductility coefficient were suggested
  本文从理论和试验两个方面较系统地研究了圆、方中空夹层钢管混凝土构件在单调加载(包括轴压、纯弯、压弯荷载)下的力学性能和工作机理,以及其在往复荷载作用下的滞回性能,并在参数分析的基础上,提出了圆、方中空夹层钢管混凝土轴压、纯弯和压弯构件承载力的实用计算方法和弯矩-曲率、荷载-位移滞回关系模型及延性系数的确定方法。
• The specimens of rpc filled in steel tube slender columns were studied , and test results showed that the ultimate loading capacity and maximum displacement decreased as the slender ratio l0 / d increased , the relative loading when the lateral deflection increasing fast decreased as the l0 / d increased
  对钢管活性粉末混凝土中长柱的实验研究表明，中长柱试件的承载力和极限位移都随着试件的计算长径比l _ 0 d的增大而降低(或减小) ，侧向挠度迅速增大时的相对荷载也随着计算长径比l _ 0 d的增大而降低。
• Based on the analysis of bearing characteristic of the staggered truss system , a simplified calculation model of staggered truss structure under vertical loads or lateral loads is presented . after that , according to the simplified calculation model , iterate method for calculating internal forces of vierendeel staggered truss structure under vertical loads and a method for calculating member forces and lateral deflection of structure is provided . at last , a method for calculating effective - length factor of column is provided by analyzing the effect of restraint of column ends , other columns in same story and neighboring story on effective - length of columns
  通过对交错桁架结构体系受力特点的分析，确定了在竖向荷载和水平荷载作用下交错桁架结构体系的简化计算模型；然后，根据计算模型，提出了竖向荷载作用下空腹交错桁架结构的内力迭代计算方法以及水平荷载作用下交错桁架结构的内力和侧移计算方法；最后，通过分析柱端约束、同一楼层其它柱子以及相邻楼层柱子的影响，给出了柱子计算长度系数的计算方法。