1) capacity identification
承载力鉴定
2) stability capacity
稳定承载力
1.
Effects of welding residual stresses on the stability capacity of the monosymmetric I-beams;
残余应力对单轴对称工字梁稳定承载力的影响
2.
Tangent modulus theory was introduced to determine the stability capacity of this new type of composite columns subjected to axial load.
钢骨-方钢管混凝土柱是一种组合柱设计模式,采用切线模量理论对该组合柱轴向受压稳定承载力进行分析。
3.
The strength,stiffness and stability capacity of the crane girder system under crane loading are analyzed.
本文通过ANSYS有限元程序,建立带导向轮复杂吊车车间钢吊车梁体系的平面和空间模型,考虑不同荷载工况,不同制动结构形式,对这类吊车梁体系在吊车轮压荷载作用下的强度、刚度、稳定承载力进行分析。
3) stability bearing capacity
稳定承载力
1.
Experimental study on stability bearing capacity of purlin under wind suction in the hangar of TAECO;
厦门太古飞机库檩条在风吸力作用下稳定承载力的试验研究
2.
By using ANSYS finite element analysis method, this paper sets up the thin-walled curved beam unit, and compares the stability bearing capacity of two forms of curved beam with different central angles.
利用ANSYS有限元分析方法建立了薄壁曲梁单元,比较了不同圆心角的两种形式曲梁稳定承载力。
3.
In addition,the simplified formula for the stability bearing capacity of slender CFST columns is deduced.
在大量国内外实验数据分析的基础上,回归了钢管混凝土轴压短柱强度承载力和长柱稳定承载力的计算公式,计算结果与实验结果符合较好;该公式计算简单,物理概念明确,可为工程设计提供参考。
4) buckling load
稳定承载力
1.
With the principle of the minimum potential energy, an analytical solution for the lateral criticalbuckling load of tied-arch bridges is studied.
基于能量原理推导了有横撑系杆拱桥侧向弹性稳定承载力的解析计算公式,并通过算例的有限元数值解验证了提出的解析公式的正确性,最后讨论了结构参数对稳定承载力的影响。
2.
To increase the buckling load, construction measure or control theory is used for confining the buckling of structures in this paper based on traditional buckling analysis.
本文针对钢结构失稳的主要特点,在传统稳定分析的基础上,提出了一种通过构造措施或控制理论来限制结构失稳,进而提高结构稳定承载力的方法,本文则是通过一定的构造措施来限制结构失稳或控制结构失稳。
5) bearing capacity evaluation
承载力评定
1.
Nondestructive testing and bearing capacity evaluation for T-type bridge
既有T形刚构桥无损检测及承载力评定
6) stability and bearing capacity
稳定承载力
1.
The results show initial stress reduces stability and bearing capacity of concrete-filled steel tubular arch bridge;the influence of initial is not equal to different load conditions.
利用钢管砼的本构关系,分析钢管初始应力对钢管砼拱桥稳定承载力的影响程度。
2.
The results show initial stress reduces stability and bearing capacity of concrete-filled st.
利用初始应力钢管混凝土的本构关系,分析钢管混凝土拱桥稳定承载力影响程度。
补充资料：承载
1.承受装载。
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