支撑钢筋 meaning in Chinese
bearing bar
bearingbar
Examples
- The influences of the reinforcement proportion of distributing bars to concealed bracings on bearing capacity , stiffness , deterioration process of stiffness , ductility , hysteresity capacity , energy dissipation and failure features of low - rise shear wall were studied through experiment analysis on 6 models of low - rise shear wall with concealed bracings under cyclic loading
通过6个带暗支撑低矮剪力墙试件在低周反复荷载作用下的试验分析，研究了不同的分布钢筋和暗支撑钢筋配筋比例对低矮剪力墙承载力、刚度及其衰减过程、延性、滞回特性、耗能、破坏特征等方面的影响。 - 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。 - Then at the elastic - plastic state taking advantage of the brace and eccentric distant , we can control the inelastic deformation of the braced frame . the reinforced concrete frames with eccentric brace conform with the earthquake - resistant principle and its seismic properties have improved remarkably . during the lowly circular and repeated loading , the load - bearing , deformation , and ductility of the eccentrically braced reinforced concerete frames were measured
偏心支撑钢筋砼框架的设计意图是当结构在抵抗外力作用时，在弹性阶段结构有较高的抗侧刚度，而当结构进入弹塑性阶段时，利用支撑和耗能段梁的变形使结构的非弹性变形可控，体现了抗震结构“先刚后柔”的原则，使钢筋砼框架的抗震性能得到有效地改善。