bridge column meaning in Chinese
桥牌专栏
Examples
- However , several questions related to the post - earthquake health , in other words , the residual behavior of the retrofitted bridge columns remained unanswered
然而,加固柱在经历地震作用后的残余性能方面,还存在研究盲区。 - For the purpose of solving the problem , this paper focuses on the residual shear strength of reinforced concrete bridge columns . the main contents of the paper are describes as follows : a
针对这种情况，本文开展了强震动下钢筋混凝土桥墩残余剪切强度及其抗剪机理的研究，并做了下列主要工作： 1 - Under strong seismic ground movement , after the reinforced concrete bridge columns undergo inelastic deformations , the section happened serious failures and seismic shear strength and stiffness degrade rapidly
在强烈地震作用下，钢筋混凝土桥墩经历多次非弹性变形后，混凝土截面发生严重破坏，导致强度和刚度迅速下降，墩柱抗剪能力较静力荷载作用下有很大的区别。 - Based on a regress analysis of the results of 74 columns models from eight different tests , an empirical formula for calculating the residual shear strength of reinforced concrete bridge columns is derived . and compare the formula to them proposed by the current codes
通过对得自8次不同试验的74根钢筋混凝土墩柱模型试验结果的回归分析，最终建议了一种考虑轴压比影响和延性水平影响的强震动下，钢筋混凝土桥墩残余剪切强度的实用计算公式，并与国内外现行规范公式进行对比。 - Test performed through 8 reinforced concrete bridge columns models under cyclic loads . and the results indicated the effects of axial load ratio and ductility to the residual shear strength . the test ' s results affirmed the accuracy of the empirical formula
有针对性的设计钢筋混凝土桥墩模型，通过8根钢筋混凝土桥墩模型的周期反复荷载试验研究，从试验过程和结果证实了轴压比与延性对残余剪切强度的影响，并将试验实测结果与所提出的实用公式进行对比，进一步验证了建议公式的正确性。