滑移应变 meaning in Chinese
glide strain
slip strain
Examples
- According to the basic concept of the slip , it sets up the function of the slip strain by " mixed method " , the slip function can be got by integrating the slip strain function
假设钢梁和混凝土板为理想弹性体，连接件完全塑性，根据滑移应变的基本概念，采用“混合法”建立滑移应变的微分方程，积分后得滑移方程。 - To these problems , this paper researchs on the slip property of the simply supported composite beams of steel and concrete with partial shear connection , based on the concepts of the slip strain and the slip
针对上述问题，本文从滑移应变和滑移的基本概念入手，对部分剪力连接简支组合梁的滑移性能进行了系统分析。 - Though investigation , it puts forward the formulas to slip strain and slip of the simply supported composite beams , establishs formulas of the carrying capacity , curvature and deflection to composite beams with partial shear connection , finds out relationships between shear connection degree coefficient and them . it can develop benefit of technology and economics in design to adjust the shear connection degree
通过理论分析，本文提出了简支组合梁滑移应变、滑移的计算公式；推导了简文组合梁考虑滑移效应的承载力、曲率和变形的计算公式；得出了它们与剪力连接程度系数的关系，通过调整剪力连接程度可以提高组合梁设计的技术经济效益。 - Based on the reasonable model of bond - slip , theoretical calculating about slip and slip strain was done . and then the influence of it between steel shape flange and concrete on stiffness deflection of eccentric loading columns was conducted and a simple calculating formula about stiffness of eccentric loading columns was built
在建立合理的粘结滑移模型的基础上，对型钢与混凝土的滑移，及滑移应变进行了理西安建筑科技大学博士学位论文论计算，并进一步推导出型钢与混凝土的滑移效应对偏压柱刚度、变形的影响程度，建立了简化的偏压柱刚度计算公式。 - By conducting the degree of influence of slip strain on average strain of a member section , some parameters of corrected even section were accurately calculated , which made the corrected even section more reasonable . and then a calculating model of bearing capacity for eccentric loading columns was proposed by using limit balance equations
通过推导滑移应变对构件截面平均应变的影响，准确确定出修正平截面中的一些参数，使修正平截面更趋合理性，再利用极限平衡方程，建立了src偏压柱受压承载力计算模型。