1) positive moment
正弯矩
1.
Moment capacity of semi-rigid composite beam-column joints with flush end plate connections:Ⅱ. under positive moment;
平端板连接半刚性梁柱组合节点的抗弯承载力Ⅱ:正弯矩作用
2.
In this paper,flush end-plate composite joints under positive moment were performed to investi- gate the behavior of composite joints with the H type steel column and partially encased composite column which were connected to steel beams by flush end plate and high strength bolts.
通过试验研究了端板连接钢-混凝土组合节点在正弯矩作用下的受力性能,对 H 型钢柱-压型钢板组合梁节点和部分外包组合柱-压型钢板组合梁节点进行了对比试验。
2) bending moment rectification
弯矩修正
3) positive bending region
正弯矩区
1.
In order to study the mechanical behavior and the loading capacity of the special structure under different combined actions of load,in this paper,the three-dimensional plate-shell element model is constructed through the finite element procedure ANSYS,analysing one segment of composite box beam s special shape intersection of Beiijing South Station Viaduct in positive bending region.
为了研究异型梁的受力和承载性能,通过有限元程序ANSYS建立板壳单元三维空间模型,对北京南站高架桥某联正弯矩区组合箱梁异型岔口进行分析,重点分析岔口处钢箱-混凝土结合梁受力性能,即钢箱梁在各种荷载工况下的应力和变形特征,弯扭耦合作用下异形岔口的受力,活载偏载作用下支座反力。
4) positive moment of span central point
跨中正弯矩
1.
The comparisons between the calculation of span central point bending of bi-direction panels,negative moment of backing plate,positive moment of span central point of differential span bi-directio.
并利用双向板跨中挠度计算公式以及不等跨连续双向板的支座负弯矩和跨中正弯矩的计算公式,同常规的双向板的计算公式进行计算比较分析。
5) positive reinforcement
正弯矩钢筋
6) cracking moment
正截面抗裂弯矩
1.
Calculation of cracking moment in flexural concrete members;
混凝土受弯构件正截面抗裂弯矩计算
补充资料：4-正庚基苯甲酸-4-正庚基苯酯
CAS：79606-06-7
中文名称：4-正庚基苯甲酸-4-正庚基苯酯
英文名称：4-n-Heptylphenyl 4-n-heptylbenzoate
中文名称：4-正庚基苯甲酸-4-正庚基苯酯
英文名称：4-n-Heptylphenyl 4-n-heptylbenzoate
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