格子梁 meaning in Chinese
gridwork girder
lattice beam
panel beam
panel girder
Examples
- In a word , this paper offers an effective calculation analysis means for the skew bridges
为斜交格子梁桥的内力变形分析研究和工程设计提供了更简便、有效的数值分析计算工具。 - When analyzing skew support continuous curved box girder bridge , curved grid girder analyzing method considering warping effect is applied . matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing . in order to convert original rigidity equations to structural rigidi ty equations that can be solved , bearing nodal displacement matrix can be introduced , then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings , unit rigidity matrix and unit nodal forces can be gained . structural rigidity matrix can be composed according to matrix displacement method , so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved
分析斜支承连续曲线箱梁桥时，采用考虑翘曲作用的曲线格子梁分析方法，应用矩阵位移法对具有约束支承形式的斜支承连续曲线薄壁箱梁桥进行分析，考虑到支座的约束条件并不与梁端弯曲角位移和扭转角位移的方向一致，引入支座节点坐标矩阵，使得梁端的位移未知量与斜支座约束方向一致，来计算单元刚度矩阵和单元节点力，然后按照矩阵位移法组集总刚并建立结构刚度方程，根据结构刚度方程即可求解未知的节点位移及杆端力，推导出任意截面处的内力计算公式。 - In the process , we import the displacement method " s concept of replacement ahead , that is to say , we replace the unknown vectors with new unknown vectors to prevent the delivering and accumulation of errors . at the same time , we completed the skew bridge calculation procedure , and compared the calculation results with the results by the finite element software ansys , it proved the correctness and practicality of this procedure
在矩阵传递的过程中引入位移法中的前进代入的概念，即将未知向量不断的以新的未知向量替换，以防止误差的传递和积累。本文完成了斜交格子梁桥的内力计算程序，并将计算结果与采用有限元分析软件ansys分析计算的结果进行了比较，验证了程序的正确性和实用性。