frame brace meaning in English
底架拉条
Examples
- Expression to determine the critical load of frames braced by flexural - typed bracings was presented . how the bracing beams influence the buckling modes of the frames when the bracing stiffness is increased was also investigated
进一步，根据弯曲型支撑刚度与框架临界荷载的变化关系，得到了使框架发生无侧移失稳的弯曲型支撑临界刚度的计算式。 - During the transverse analysis , as the discussion of frame bracing condition that exists in the new vision < code for design of steel structures > gb50017 - 2002 has been lead into the stability analysis of staggered truss system , the concept of strong and weak bracing staggered truss system , and the concrete dividing standard are also given , so that makes the staggered truss stable theory have a good link with the new code , and provide theory guarantee for designers
横向分析时将我国新修订的《钢结构设计规范》 gb50017 - 2002中，关于框架体系支撑条件的论述引入到错列桁架的稳定分析中，提出了强支撑错列桁架体系和弱支撑错列桁架体系的概念以及具体的划分标准，使得错列桁架的稳定分析可以与新规范很好的对接，为设计人员的使用提供了理论保障。 - Through the comparative text of the four reinforced concrete frames braced with the eccentric steel , which have the same shapes , materials , dimension and the different brace form , several parameters of these frame behavior , such as side stiffness , limit load and energy consume ability , were studied . the limit state of these frames were analyzed
本文通过对四榀具有同一外形尺寸及配筋而具有不同型式的偏心角钢支撑的钢筋砼框架和一榀相同尺寸及配筋的钢筋砼框架的对比性试验，研究了上述结构的抗侧刚度、极限承载力及结构的耗能等各项指标，探讨了偏心角钢支撑钢筋砼框架结构的受力特点，并对其极限状态进行了理论上的分析。 - Based on the results , the eccentrically braced frame has the advantage of higher initial stiffness , load - bearing and energy consume ability . through the limit state analysis principle , the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment . comparing the theory limit load with the measured , a good agreement was founded . it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel
应用极限分析中的极值原理对偏心角钢支撑钢筋砼框架进行极限分析时，首先拟定与试验结果相一致的结构倒塌破坏模式，然后根据虚功原理建立了结构在极限状态时极限承载力的计算公式，从所求的权限荷载的理论值与实测值的比较来看，理论计算值与试验的实测值基本吻合，这说明利用本文拟定的结构破坏模式对偏心角钢支撑框架结构进行极限分析是一条可行的途径。 - Based upon the elastic stability analysis of flexural - and - shear - typed bracings ( includes vertical beam and vertical truss ) , criterions for classifying the types of bracings were presented in this thesis , where the bracings were divided into flexural , shear and flexural - and - shear types . the stability of frames braced by vertical beams was investigated
本文通过对弯剪型支撑(包括实腹式悬臂柱和桁架式支撑结构)的稳定性研究，提出了支撑的区分标准，根据此标准支撑结构可以被划分为弯曲型支撑、剪切型支撑和弯剪型支撑三类。