[1]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.[doi:10.11830/ISSN.1000-5013.1995.01.0045]
　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.[doi:10.11830/ISSN.1000-5013.1995.01.0045]
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预应力混凝土超静定结构的初内力预应力度法()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第16卷
期数:
1995年第1期
页码:
45-49
栏目:
出版日期:
1995-01-20

文章信息/Info

Title:
Prestress Degree Method Based on Initial Internal Force for the Use of PC Statically Indeterminate Structure
作者:
方德平; 林雨生
华侨大学土木工程系
Author(s):
Fang Deping;  Lin Yusheng
关键词:
预应力混凝土;  初内力;  预应力度;  超静定结构;  弯矩
Keywords:
Prestressed concrete;  initial internal force;  prestress degree;  statically indeterminate structures;  bending moment
分类号:
TU378.1
DOI:
10.11830/ISSN.1000-5013.1995.01.0045
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.
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 sec

相似文献/References:

[1]方德平,林雨生.预应力框架中无粘结筋应力增量的弹性分析[J].华侨大学学报(自然科学版),1996,17(2):162.[doi:10.11830/ISSN.1000-5013.1996.02.0162]
　Fang Deping,Lin Yusheng.Elastic Analysis of the Stress Increment of Unbonded Tendon in Prestressed Concrete Frame[J].Journal of Huaqiao University(Natural Science),1996,17(1):162.[doi:10.11830/ISSN.1000-5013.1996.02.0162]

更新日期/Last Update: 2014-03-22