beam board

与beam board相关的网络例句 [注：此内容来源于网络，仅供参考]

Some VAI double-current conticaster Anshan frame one shearing force wall concrete structure, 11.43-14.12 (M-1) assembles bigger beam board post shearing force wall surface modulus CML = in 3 ~ 11 centigrade-, for satisfying equipment still needing the early phase intensity suitable.

某VAI双流连铸机鞍山框架一剪力墙混凝土结构，梁板柱剪力墙表面系数较大CML=11.43-14.12(M-1)又处在-3~11摄氏度，为满足设备安装尚需要相当的早期强度。

Both of conventional continuous medium mechanics and noncontiguous medium mechanics, having strong pertinence, can abstract and simplify the rock model in research procedure, in which the rock body lying over the coal face can be considered as a static beam or board to leave out the push changes and the changes of property and load during the stability of overlying rock deformation has lost. Hence the derived profile equation is only the approximate expression of final subsidence of surface after the mining finished, and it is difficult to obtain the dynamic subsidence process of rock body.

传统的连续介质力学和非连续介质力学均具有针对性，在研究过程中将岩体模型抽象简化，将工作面上方的岩体看成是一静止的梁、板，省略了工作面的推进变化及覆岩在变形失稳时的性质和载荷的变化，得出的剖面方程仅是开采结束后地表的最终沉陷近似表达式，难以得到岩体的动态沉陷的过程。

The characteristics of this set of control system will make it promising to be widely applied in active vibration control of engineering structure made of thin disk, beam and board and so on.

该套控制系统所具有的特点使得其可望广泛应用于工程实际中的薄圆盘及板梁结构类的振动主动控制。

The paper introduces temporary airtight s with board close and beam wall.

对&板闭和杠子墙&临时密闭进行了介绍。

Secondly, considering concrete problems, it obtains actual Hamilton canonical equations of rotating beam and rotating board.

然后，结合具体问题，以旋转梁、旋转板为算例，给出具体的哈密顿正则方程。

与beam board相关的网络解释 [注：此内容来源于网络，仅供参考]

beam bottom board：梁底模

beam bottom ==> 梁底模,梁下皮 | beam bottom board ==> 梁底模 | beam boundary ==> 注流边界,波束边界