[1]舒赣平,吕志涛,段建中.预应力连续钢梁的理论分析与试验研究[J].东南大学学报(自然科学版),1994,24(3):40-46.[doi:10.3969/j.issn.1001-0505.1994.03.007]
 Shu Ganping,Lu,Zhitao Duan,et al.Theoretical Analysis and Experimental Research of Prestressed-Steel Continuous Beam[J].Journal of Southeast University (Natural Science Edition),1994,24(3):40-46.[doi:10.3969/j.issn.1001-0505.1994.03.007]
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预应力连续钢梁的理论分析与试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
24
期数:
1994年第3期
页码:
40-46
栏目:
土木工程
出版日期:
1994-05-20

文章信息/Info

Title:
Theoretical Analysis and Experimental Research of Prestressed-Steel Continuous Beam
作者:
舒赣平吕志涛段建中
东南大学土木工程系; 合肥工业大学建工系
Author(s):
Shu Ganping;Lu Zhitao Duan Jianzhong Duan Jianzhong
Department of Civil Engineering, Southeast Univergity,Nanjing 210018
Hefei Industrial University,Hefei 230009
关键词:
预应力 连续梁 分析 试验
分类号:
TU394.02
DOI:
10.3969/j.issn.1001-0505.1994.03.007
摘要:
运用有限元理论和增量迭代方法对预应力连续钢梁在弹性及弹塑性阶段的受力性能进行了分析,探讨了施加预应力以及由此产生的次弯矩对连续梁的内力分布、刚度以及变形的影响,并编制了相应的计算程序,通过时两根预应力双迭连续梁的试验研究,验证了理论分析的可靠性.

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备注/Memo

备注/Memo:
国家教委高等学校博士学科点专项科研基金,自然科学基金
更新日期/Last Update: 2013-04-19