spandrel beam meaning in Chinese
外墙托梁
Examples
- It also investigates the effect of secondary torque , the characteristics of moment redistribution subjected to reversed cyclic loading , and the role of spandrel beams in the overall response
着重讨论了预应力次扭矩对结构受力的影响、水平荷载作用下结构的弯扭分配规律以及如何进行边主梁的合理设计等问题。 - ( 5 ) for segmental bridge , creep will cause secondary force because of changing of the system . creep has slight influence on the distribution of internal force of rigid - frame , but has great influence on the spandrel beam
( 5 )对于采用分阶段节段施工的桥梁，由于存在体系变化，徐变不仅对结构的变形有影响，而且还将产生徐变次内力。 - 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。 - Circular arch is rational for big rise - span ratio , but each has his strong point for small rise - span ratio . ( 3 ) the common used rise - span ratios are 1 / 6 - 1 / 12 . by the decrease of rise - span ratio , the internal forces are increasing linearly except of the moment of open spandrel beam
( 3 )空腹式刚架拱桥的矢跨比一般为1 6 1 12 ，随着矢跨比的减小，除了空腹段加劲梁的弯矩值线性减小外，其余截面的内力值均为线性增大。 - Compounding stiffness is introduced for analyzing the characteristics of moment redistribution in the long - span floor beams structure subjected to lateral loading . it is shown from the testing result that the specimen can be analyzed by elastic theory before cracking . the development of cracking in the spandrel beams and the floor beams ( including floor ) causing the compounding stiffness and the bending stiffness of floor beams through the column to change distinctly , correspondingly moment - torque redistribution occurs
由于过柱子次梁、边主梁的开裂以及梁上次梁（包括楼板）的开裂，使得过柱子次梁的抗弯刚度和边主梁梁上次梁板组合刚度发生了明显的变化，导致产生弯扭重分配，一般情况下，组合刚度与过柱子次梁抗弯刚度的比值增大，边主梁所受扭矩增加，反之，边主梁所受扭矩减小。