摘要
讨论按预应力度法设计超静定结构的计算过程，提出初内力预应力度法而不引入主弯矩、次弯矩概念，并给出工程实例的计算．本方法具有计算简捷、概念明确的特点．
A discussion is made on the calculation of statically indeterminate structure by the design method of prestress degree. Thus the authors propose prestress degree method based on initial internal force instead of introducing the concepts of primary and secondary bending moments;and give the calculation of an engineering example. The method is characterized by its forthright calculation unequivocal concept.
出处
《华侨大学学报（自然科学版）》
CAS
1995年第1期45-49,共5页
Journal of Huaqiao University(Natural Science)
关键词
预应力混凝土
初内力
预应力度
超静定结构
弯矩
Prestressed concrete,initial internal force,prestress degree,statically indeterminate structures,bending moment
