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预应力混凝土超静定结构的初内力预应力度法
引用本文:方德平 林雨生. 预应力混凝土超静定结构的初内力预应力度法[J]. 华侨大学学报(自然科学版), 1995, 16(1): 45-49
作者姓名:方德平 林雨生
作者单位:华侨大学土木工程系
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。

关 键 词:预应力混凝土 初内力 预应力度 超静定结构

Prestress Degree Method Based on Initial Internal Force for the Use of PC Statically Indeterminate Structure
Fang Deping, Lin Yusheng. Prestress Degree Method Based on Initial Internal Force for the Use of PC Statically Indeterminate Structure[J]. Journal of Huaqiao University(Natural Science), 1995, 16(1): 45-49
Authors:Fang Deping   Lin Yusheng
Abstract: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.
Keywords:Prestressed concrete  initial internal force  prestress degree  statically indeterminate structures  bending moment
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