[1]朱虹,吕志涛.多排柱引起梁、板预应力损失的估算方法[J].东南大学学报(自然科学版),2000,30(2):126-130.[doi:10.3969/j.issn.1001-0505.2000.02.027]
 Zhu Hong,Lü Zhitao.An Assessment Method of the Loss in Prestress Caused by Columns[J].Journal of Southeast University (Natural Science Edition),2000,30(2):126-130.[doi:10.3969/j.issn.1001-0505.2000.02.027]
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多排柱引起梁、板预应力损失的估算方法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
30
期数:
2000年第2期
页码:
126-130
栏目:
土木工程
出版日期:
2000-03-19

文章信息/Info

Title:
An Assessment Method of the Loss in Prestress Caused by Columns
作者:
朱虹 吕志涛
东南大学土木工程学院,南京 210096
Author(s):
Zhu Hong Lü Zhitao
College of Civil Engineering,Southeast University,Nanjing 210096
关键词:
侧限作用 预应力损失 估算方法
Keywords:
influence of lateral structures loss in prestress assessment method
分类号:
TU378.1
DOI:
10.3969/j.issn.1001-0505.2000.02.027
摘要:
提出了一种计算竖向结构的侧限作用导致梁、板预应力损失的估算方法.该方法运用了结构力学的基本理论,建立了简化的计算模型,归纳得出的公式具有统一的形式.
Abstract:
An assessment method of the loss in prestress which is caused by the influence of lateral structures is produced. Based on the fundamental theories of structural mechanics two simplified models are set up. The equations that have been induced have a uniform form.

参考文献/References:

[1] 吕志涛,孟少平.现代预应力设计.北京:中国建筑工业出版社,1998.125~143
[2] 郑文忠,王英,计学闰,等.预应力混凝土结构极限承载力分析.工业建筑,1999(3):15~18
[3] 龙驭球,包世华.结构力学教程.北京:高等教育出版社,1991.235~267

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备注/Memo

备注/Memo:
第一作者:女,1975年生, 硕士研究生.
更新日期/Last Update: 2000-03-20