1) biaxial eccentric compression
双向偏压
1.
Simple method for analyzing reinforced concrete members with irregular cross-sections under biaxial eccentric compression;
双向偏压钢筋混凝土异形构件截面分析的简化方法
2.
In order to assess the residual behavior of concrete filled steel tubes (CFST) after high temperature,especially biaxial eccentric compression members,some materials are provided to draw up the assessment codes of the residual behavior of CFST after fire.
笔者对恒高温作用后方钢管混凝土双向偏压构件的力学性能进行了15个试件的试验研究,设计了专用的双向偏心受压加载装置,并对影响构件残余力学性能的因素进行了试验分析。
3.
A new numerical analysis method is presented for the ultimate strength analysis of two side pinned slender steel reinforced concrete column of arbitrary section subjected to biaxial eccentric compression.
对于复杂截面两端铰接的钢—混凝土组合长柱在双向偏压荷载作用下极限承载力分析,提出了一种新的数值迭代计算方法。
2) biaxial eccentricity
双向偏心受压
1.
By using the Section Designer of ETABS,the mechanical behavior of steel reinforced concrete mega-columns with biaxial eccentricity in a super high-rise building was checked.
利用ETABS截面设计器对某超高层建筑巨型型钢混凝土柱截面进行了双向偏心受压校核分析。
3) biaxial eccentric compression
双向偏心受压
1.
Calculation of bearing capacity of unreinforced biaxial eccentric compression masonry members;
无筋砌体双向偏心受压构件承载力计算
2.
This paper analyzes on the inner force of RC eccentric compression components by using the finite-element method,compares two calculating methods of biaxial eccentric compression and uniaxial eccentric compression with calculation examples,and draws some corresponding conclusions.
采用有限元法对钢筋混凝土偏心受压构件进行内力分析,通过算例对双向偏心受压和单向偏心受压两种计算方法进行了比较,并得出相应结论。
3.
Based on the experimental study of five T-shaped hayride concrete short-lamb shear wall subjected to biaxial eccentric compression, this thesis reveals the failure pattern of T-shaped the short-lamb shear wall lightweight aggregate concrete under biaxial eccentric compression, researches on the behavior of ultimate strength of T-sh.
本论文通过对5根陶粒混凝土T形截面短肢剪力墙在双向偏心受压作用下正截面承载力的试验研究，揭示了轻骨料混凝土T形截面短肢剪力墙在双向偏心受压作用下的破坏形态，研究了构件正截面承载力的工作机理，同时验证了其截面平均应变的平截面假定，得出轻骨料混凝土T形截面短肢剪力正截面承载力的一般规律。
4) biaxial compression
双向偏心受压
1.
The paper derives characteristic values of equivalent rectangular stress block of non-uniform compression stress in polygon and calculates the carrying capacity of biaxial compression reinforced concrete members using the characteristic values.
本文首先分析推导出了混凝土多边形非均匀受压区等效矩形应力图的特征值,然后利用这些特征值对钢筋混凝土双向偏心受压构件的承载力进行简化计算,并与两个试验结果进行比较,计算值与试验值吻合较好。
2.
Presently, researches about specially shaped column subjected to biaxial compression are abundant, but for inequiaxial special-shaped column the researches are quite few.
目前国内外对等肢异形截面双向偏心受压柱的试验研究工作做的比较系统全面,但对不等肢异形截面柱的研究比较少,因此有必要对不等肢异形截面柱的受力性能进行系统的研究。
5) biaxial load
双向偏心受压
1.
The direct design method is put forward for reinforced concrete rectangle section with biaxial loads.
基于破坏曲面的等轴力相关曲线 ,提出了钢筋混凝土双向偏心受压矩形截面直接设计方法。
6) members subjected to biaxial eccentric compression
双向偏压剪构件
补充资料：高低分分段双向截除法
高低分分段双向截除法
即在考核打分时为消除考核者主观打人情分的影响，而对考核得出的结果按所有考核成员得出分值的平均值的一定比例限定高低分区间，对超过此区间的考核分数的使用进行限定，在统计成绩时而不予考虑、计算。此种方法可控制打分者在一定程度上约束自己的打分行为，将其控制在一定程度内，否则其打出的分数将视为无效，实际上也即相当于放弃了自己的投票权。由于实际考核工作中，评委主观打分和打人情分的倾向较普遍，因而对于优化考核有一定意义。但此种方法对考核者人数较多的情况下更适用，而考核者人数较少时（更易受事前操纵、考核者信息泄露风险系数增加、恶意评分者博弈动机增强等因素影响），其有效性将会降低。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条