compression member信息详情
抗压构件；[建]受压构件；压缩构件
member───n.成员；会员；议员
audience member───听众
compression spring───压缩[压紧]弹簧；[机]压缩弹簧
family member───家庭成员；家族成员；家属
smallest member───最小成员
compression stockings───压缩丝袜
council member───理事会委员；议会成员，理事
compression test───[力]抗压试验；[试验]耐压缩试验；压力试验; 压缩试验; 抗压强度试验; 抗压试验
chest compression───胸外按压
mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.───主要适用于钢筋混凝土受弯和大偏心受压构件的加固。
particularly obvious for more complex structures, it also could abundant the studying content of member in compression stability.───特别对于较复杂的杆系结构的稳定性问题效果尤其明显，丰富了压杆稳定性研究的内容。
This paper presents the experimental investigation and theoretical analysis for the ultimate load-carrying capacity of axially loaded compression member of No. 18 rolled I-section.───本文对以18号热轧工字钢为轴心受压杆件的承载能力进行了试验和理论研究。
Cross deformation of compression member of cast iron will emerge as a result of the endface friction.───端部摩擦力的存在使铸铁承压构件发生横向侧张变形。
compression member with large eccentricity?───大偏心受压构件
compression member with small eccentricity?───小偏心受压构件
Direct calculation of symmetric reinforcement for rectangular cross sectional little eccentric compression member───矩形截面小偏心受压构件对称配筋的直接计算
A Simplified Calculation of Symmetrical Reinforcement of Compression Member in High-strength Concrete Rectangular Section───高强混凝土矩形截面受压构件对称配筋简化计算
Study on Symmetric and Asymmetric Reinforcement Problems of Compression Member───受压构件的对称与非对称配筋分析
First, linear buckling method is adopted to analyze the axial compression member, and then the conclusions are exerted to the struts structure of BSS.
This paper presents the experimental investigation and theoretical analysis for the ultimate load-carrying capacity of axially loaded compression member of No. 18 rolled I-section.
Stress wave effect is one important parameter considered in the study and it may have some influence on the dynamic buckling of axial compression member.
Cross deformation of compression member of cast iron will emerge as a result of the endface friction.
It is mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.
The strut can be treated as compression member constrained by lateral translation nonlinear spring.
In this code, it assumed that the compression zone in the gusset plate was divided into three zones under the pressure, and the stability of each zone was calculated as an axial compression member.