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Home > english-chinese > "大偏心" in Chinese

Chinese translation for "大偏心"

large eccentricity

Related Translations:
偏心机构:  eccentric geareccentric mechanismeccentrics
偏心位移:  eccentric shifting
偏心光栅:  eccentric grating
偏心杆:  eccentric armeccentric bareccentric levereccentric mandreleccentric rod
数值偏心:  numerical eccentricity
偏心方向:  eccentric direction
偏心控制:  eccentric control
偏心枢:  eccentric pivot
偏心风扇:  eccentric fan
偏心环:  eccentric bandeccentric collareccentric hoopeccentric ringeccentric strap
Example Sentences:
1.Compression member with large eccentricity
大偏心受压构件32
2.Experiments are conducted to investigate the behavior of 9 columns including 6 strengthened specimens and 3 comparative ones under large eccentric loading
本文对9根大偏心受压柱进行了研究,其中6根为加固柱, 3根为对比柱。
3.Experimental results indicate that the strength capacity , stiffness of columns have a certain extent increasing as a result of the action of cfrp , repaired columns " cracks show little and distribute uniformly . the ultimate strength and ductility of column improved due to the transverse strengthening with cfrp and display more distinct benefit when strengthened by the combined action of the longitudinal and the transverse straps of cfrp . in addition , many parameters including anchorage length of cfrp , thickness of cfrp are considered on the effects of cfrp on strength , and failure modes of columns
试验结果表明,大偏心受压柱受拉面纵向粘贴碳纤维布后,偏压柱承载力和抗弯刚度有一定程度的提高,裂缝宽度减小且分布均匀;碳纤维布横向粘贴偏压柱对偏压柱的承载力和延性有一定的提高;纵横向混合粘贴大偏压柱加固效果更显著;混凝土强度低于c20级时,不适合采用碳纤维布粘贴加固。
4.Based on plane section assumption , this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp , and makes a simplification of the methods . a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp , calculating results compare well with experimental data
本文在平截面假定的基础上分别推导了碳纤维布纵向粘贴大偏心受压柱的正截面承载力校核和截面加固基本计算公式,并对公式进行了相应的简化;运用fortran语言编制相应程序对纵向粘贴碳纤维布大偏压柱进行了数值分析,本文公式计算结果和程序计算结果均与试验结果吻合良好。
5.The experimental result has shown that the ultimate bearing capacity and ductility of eccentrically loaded columns have a certain increase when they are strengthened with transverse cfrp . in addition , the excessive eccentrically loaded columns have a more notable effect as a result of strengthening with the combination of longitudinal and transverse cfrp . the increasing degree of strengthening columns ’ bearing capacity reduces while the volume of cfrp increases
试验结果表明,碳纤维布横向加固偏压柱时,其承载力和延性均有一定程度的提高;对于大偏心受压柱,纵横向联合粘贴碳纤维布的加固效果非常明显;随着cfrp加固层数的增加,构件承载力的提高幅度减小。
6.2 ) the structure elements should be laid out symmetrically and uniformly when designing steeve - arch structure , what ' s more , the reasonable selection of section geometric size near the arch foots of first beams is paid attention to and the arrangement difficulties of steel bar due to the big eccentric pressures 2 , the analyses of anti - seismic features on transverse direction of the aqueduct l ) the method of adjusting the elements " mass can be harnessed in order to even the layout of seismic loads
2 )设计吊杆式拱架支承结构时,各部分构件应当均匀对称布置。另外,还应注意头道梁拱脚附近截面的尺寸拟定,克服地震内力造成的大偏心受压状态给结构配筋设计增加的困难。 2 、横槽向抗震性能分析1 )可利用调整构件质量的方法,使得结构的某些构件的地震荷载分布均匀一些。
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