刚度计算 meaning in Chinese
rigidity computation
Examples
- Although grillage method is an effective method of analyzing bridge deck , it has not been widely used on computer calculation of bridges for the restriction of traditional grillage model and the complexity of meshing and element stiffness computation
摘要梁格法是桥梁结构空间分析的一种有效方法，但由于传统梁格法受模型及其网格划分和单元刚度计算高复杂性的条件限制，在桥梁结构电算方面未得到广泛应用。 - This paper obtains the calculating methods of rigidity of the psrc beams with different effective working sections at the different stress stages through analyzing on the stress process of nominal section of beams while calculating the deflection of psrc beams
计算实腹式预应力型钢混凝土梁的挠度时,通过对梁的正截面受力过程分析,得到不同的有效工作截面实腹式预应力型钢混凝土梁在不同受力阶段的刚度计算方法。 - In chapter 3 , the stability of permanent magnet bearings is analyzed . and the modified methods which can improve the stability of the permanent magnet bearings are studied . the computation expressions of the magnetic force and stiffness of the permanent magnet bearings are derived
第三章对永磁轴承的稳定性进行了分析，提出了改善稳定性的方法，推导了永磁轴承磁力与刚度计算公式，对各种构型永磁轴承的性质进行了分析研究。 - The model of restoring force for rc shear wall with concealed bracings is established . and the mechanics model and the calculative formulas of the bearing capacity are presented also . the calculating results on bearing capacity and stiffness of the specimens were found to agree well with the actual measured ones
建立了带暗支撑剪力墙的层恢复力模型，给出了刚度计算公式及在各种破坏形式下的力学模型、承载力计算公式；对试件承载力及刚度的计算与实测值符合较好。 - Considering the special structure of multi - ribbed slab , founding diphase body mechanical model of compound material , strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick , the paper drew elastic compution constant and shear constant . based on the things , the paper simplified isotropy compution model to wall , gave practical design formula of elastic mold and shear mold , provided necessary parameter for practical design formula of elastic rigidity . finally the calculating results agree well with the text results
结合密肋复合墙板的特殊构造，建立墙板的复合材料二相体力学模型，按照混凝土与砌块体积比不变原则对肋梁肋柱同时加强，得出墙板的弹性计算常数及剪切常数，在此基础上，进一步将墙板简化为各向同性的计算模型，给出墙板弹性模量及剪切模量实用计算公式，为密肋复合墙板的实用弹性刚度计算公式提供必要的参数。