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关于三维曲线预应钢筋内力损耗的探讨与对策
引用本文:刘剑锋. 关于三维曲线预应钢筋内力损耗的探讨与对策[J]. 广东土木与建筑, 2010, 17(6): 37-38,42
作者姓名:刘剑锋
作者单位:广东省高州市建筑工程总公司,广东高州,525200
摘    要:通过工程实例,分析三维曲线预应力钢筋内力损耗的主要因素及其计算方法,以提高预应力结构设计的准确性,并满足结构抗裂及强度要求。

关 键 词:预应力损耗  对策

Discussion and Countermeasures of Three-dimensional Curve on Prestress Loss
Liu Jianfeng. Discussion and Countermeasures of Three-dimensional Curve on Prestress Loss[J]. Guangdong Architecture Civil Engineering, 2010, 17(6): 37-38,42
Authors:Liu Jianfeng
Affiliation:Liu Jianfeng(Gaozhou Construction Engineering Corporation,Guangdong Province Gaozhou 525200,China)
Abstract:Through the project,the paper analyses of internal the main factors and calculation methods of force loss of three-dimensional curves of prestressed reinforced,to improving the accuracy of prestressed structural design,and meet the structural requirements of crack resistance and strength.
Keywords:prestress loss  countermeasure
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