[1]林雨生.超静定预应力连续结构中等效荷载计算[J].华侨大学学报(自然科学版),1993,14(4):470-476.[doi:10.11830/ISSN.1000-5013.1993.04.0470]
　Lin Yusheng,Department of,Civil Engineering.Calculation of the Equivalent Load in a Statically Indeterminate Prestressed Continuous Structure[J].Journal of Huaqiao University(Natural Science),1993,14(4):470-476.[doi:10.11830/ISSN.1000-5013.1993.04.0470]
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超静定预应力连续结构中等效荷载计算()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第14卷
期数:
1993年第4期
页码:
470-476
栏目:
出版日期:
1993-10-20

文章信息/Info

Title:
Calculation of the Equivalent Load in a Statically Indeterminate Prestressed Continuous Structure
作者:
林雨生
华侨大学土木工程系
Author(s):
Lin Yusheng;  Department of;  Civil Engineering
关键词:
等效荷载;  超静定结构;  有效预应力;  有效预拉力
Keywords:
equivalent load;  statically indeterminate structure;  effective prestress;  effective pretension
DOI:
10.11830/ISSN.1000-5013.1993.04.0470
摘要:
讨论超静定预应力多跨连续结构在考虑摩擦损失等影响时,预应力场所建立的有效预应力或有效预拉力的分布,推导出等效荷载的计算公式。
Abstract:
In a multi-span statically indeterminate prestressed contonuous structure with such effects as friction loss being taken into account, the distribution of effective prestress or effective pretension along prestressing tendons is discussed; and thus a form

相似文献/References:

[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.[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(4):45.[doi:10.11830/ISSN.1000-5013.1995.01.0045]

更新日期/Last Update: 2014-03-22