摘要
提出以多跨连续梁为单元参与力矩分配法的设想,导出了任意跨连续梁的杆端转动刚度和结点处弯矩传递系数的递推计算式,使得设想能够实施.改变了传统力矩分配法的渐近解法, 只需一次性分配就可求得精确解.
The paper introduces an idea that taking a multi - span continuous beam as a distribution element joins in the moment distribution method, and recurrence formula which the bar - end rotation stiffness of arbitraryspan continuous beam and carry - over coefficient of joint moment is derived, so the idea can be put in practice. It changes the traditional moment distribution method from a gradually approximate method to an exact method, only carrying through one - off distribution.
出处
《江西理工大学学报》
CAS
2006年第3期4-6,共3页
Journal of Jiangxi University of Science and Technology
关键词
连续梁
力矩分配法
转动刚度
传递系数
continuous beam
moment distribution method
rotation stiffness
carry - over coefficient