middle beam meaning in Chinese
船中横梁
Examples
- The method for design thin - wall core box cast - in - site concrete hollow floor using common structural computing software is put forward and the scale for the magnifying stiffness coefficient of the spandrel beam and middle beam is discussed
5 、提出了采用常用的结构计算软件计算薄壁箱体现浇混凝土空心楼盖设计的方法,提出了边梁和中梁刚度放大系数的建议。 - The factors affecting the spatial effects of the deep foundation pit are researched in detail with the mutual deformation analysis method . these factors include the plane dimensions of pit , ring beam , middle beams , corner braces , embedded depth and brace stiffness . the results are compared with those of two - dimensional analysis , and their differences and adaptability are clarified
此外，本文还利用共同变形分析方法，对影响深基坑空间效应的诸多因素(包括基坑的平面尺寸效应、圈梁和腰梁效应、角撑效应、桩身插入深度和支撑刚度等)进行了深入探讨，并与目前常用的平面分析方法做了比较，指出了两者的区别及其适用性。 - The real - time and dynamic simulations for the excavation processes and the setting of the braces and middle beams can be achieved with this method . what ' s more , the spatial dynamic change and distribution of the internal forces , displacements and the earth pressure acted on the retaining structures can be also described by the same method . 4
该方法不仅能够实时、动态地模拟基坑开挖全过程以及支撑和腰梁的设置，而且还能够确定出开挖过程中支护体系内力和位移以及作用在支护结构上的土压力的空间动态变化和分布； 4 - The state , distribution and value of the earth pressure acted on the retaining structures , which are the key factors that affect the deformation and stability of the deep foundation pit , are determined with the actual displacement caused by the interactions and mutual deformations of the retaining structures , ring beams , middle beams and the foundation soil without any hypotheses
根据基坑开挖过程中支护结构、圈梁、腰梁和地基相互作用及共同变形所产生的实际位移方向及其大小来确定影响基坑变形和稳定的关键因素? ?作用在支护结构两侧土压力的状态、分布形式和数值大小，而不对其作任何预先假定。 - On the basis of the sufficient consideration of the interactions and mutual deformations among retaining structures , brace structures , ring beam , middle beams and foundation soil in the deep foundation pit system , the spatial mutual deformation analysis method for the deformation and stability analysis of deep foundation pit is proposed with the finite element method
在充分考虑深基坑支护体系中支护结构、支撑结构、圈梁、腰梁和地基相互作用及共同变形的基础上，本文利用有限单元法，首先建立了深基坑变形和稳定分析的空间共同变形正分析方法。