斜支承 meaning in Chinese
inclined bearing
Examples
- According to calculating equations of skew support continuous curved girder bridge that deduced in this paper , compiles a program and gives a case to validate its feasibility and veracity
根据推导得到的斜支承曲线梁桥计算公式，编制程序并举例验证其可行性和准确性。 - This paper analyzes skew support continuous curved t girder bridge and skew support continuous curved box girder bridge that largely applied in practical engineers , adopting statically indeterminate simple - supported curved beam as basic structure
论文以超静定简支曲线梁作为基本体系，对在实际工程中广泛应用的斜支承连续曲线t梁桥和斜支承连续曲线箱梁桥进行分析。 - 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。 - Displacement method in structural mechanics and generalized grillage analogy method are combined to analyze skew support continuous curved t girder bridge , when calculating inner forces of a single curved beam , calculate its deformation , then at the base of basic principle of generalized grillage analogy , derivates calculating equations of load lateral distribution and inner forces of skew support continuous curved t girder bridge
对斜支承连续曲线t梁桥进行分析时，采用结构力学的位移法与广义梁格法相结合，在求解单根曲线梁内力的同时，求得其变形，在此基础上利用广义梁格法基本原理，进行荷载横向分布及内力计算，推导出斜支承连续曲线t梁桥的内力与荷载横向分布计算公式。