Chinese translation for "relative eccentricity"
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- 偏心率
Related Translations:
- Example Sentences:
| 1. | According to the force balance equations , the values and distributions of bond stress between steel shape flange and concrete in eccentric loading columns were established by statistically regression with experiment data . and the influence of the factors such as relative eccentricity e0 / h , the slenderness ratio l0 / h on the bond - slip properties was analyzed
利用力的平衡方程，通过对试验数据统计回归，得到了偏压柱型钢两侧翼缘与混凝土的粘结应力的大小及分布规律，并分析了偏压柱长细比、偏心距对其的影响。 | | 2. | 20 src eccentric loading specimens were designed taking the relative eccentricity e0 / h the slendemess ratio 10 / h as the factors . according to the mechanical behavior of eccentric loading columns , unidirectional embedded electronic steel - concrete slip transfers and double - directional embedded electronic steel - concrete slip transfers were respectively placed inside these 20 specimens and electronic strain gauges were also installed on the steel shape flanges webs and concrete . the change of the mechanical behavior and interior slip of the 20 specimens in the whole process of loading was fully observed
设计了以长细比、偏心距为主要参数的20个偏压柱试件，根据偏压柱的受力特性，在试件中分别放置了单向内置式钢?混凝土电子滑移传感器和双向内置式钢?混凝土电子滑移传感器，并分别在型钢翼缘、腹板和混凝土上布置了电子应变片，对试验柱在受荷全过程的受力性能、和内部滑移的变化进行了细致的观察。 | | 3. | By tests of 9 specimens subjected to biaxial eccentric compression , shear and reversed torque , the failure modes and the varying laws of cracking torque , original stiffness , ultimate torsion strength and ductility are discussed , with the change of axial stress level and relative eccentricity . then , the cracking bearing capacity , the ultimate capacity and the deformability of the specimens are obtained
通过9根承受双向偏压、弯、剪构件在反复扭矩作用下的试验研究，以轴压比和相对偏心距为主要研究参数，揭示钢筋混凝土构件中双向偏压剪反复扭矩作用下的破坏特征、开裂扭矩、刚度、强度、延性等特性和耗能性能，从而确定其开裂承载能力和极限承载能力及变形性能。 | | 4. | By the summarizes and the whole analysis with the experimental results of the 20 specimens , the slip - distributions on tensile and compressive side of steel shape flange were obtained and the influence of the factors such as relative eccentricity e0 / h the slendemess ratio 10 / h on the bond - slip properties was further studied
根据20个偏压柱滑移的测试结果，进行综合分析和归纳，基本得到了型钢拉、压侧翼缘滑移的分布规律，并进一步以偏压柱长细比、偏心距为主要参数，分析了其对粘结滑移性能的影响。 | | 5. | Referring to three kinds of plan irregularity , structures individually with four kinds of irregularity as eccentricity in one direction , eccentricities in two directions , re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures . the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed , some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings . it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout , the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout , the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as
所取得的主要结论有：结构的扭转效应与《抗震规范》所采用的扭转不规则指标即偏心扭转角之间的相关性较差，偏心扭转角不宜作为判断结构是否计及扭转效应及需考虑双向水平地震作用的界定指标；对于楼层间均匀偏心的多层单向偏心结构，建议采用相对偏心距作为需考虑双向水平地震作用的界定指标，并给出针对不同平面尺寸的界限相对偏心距；对于楼层间均匀偏心的多层双向偏心结构，建议采用两个主轴方向的相对偏心距及其夹角作为界定指标，结合单向偏心结构的界定方案进行需考虑双向水平地震作用的结构范围界定；凸凹不规则结构的扭转效应与凸凹比例无正相关关系， 《抗震规范》要求所有平面布置不对称的凸凹不规则结构计及扭转效应的规定欠妥当，建议凸凹不规则界限值从30改为15 ，只要求分析采用空间模型比较合适； 《抗震规范》关于有效楼板宽度较小的结构需计及扭转效应的规定很有必要，楼板局部不连续的结构需采用符合楼板实际刚度的计算模型予以分析，可使用相对偏心距（及其夹角）参照单向（和双向）偏心结构的界定方案，界定楼板局部不连续结构是否需要计入双向水平地震作用下的扭转效应。 |
- Similar Words：
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