期刊文献+

3×30m预应力连续箱梁配束分析

Matching analysis of 3 ×30 m prestressed continuous box girder
下载PDF
导出
摘要 以支架现浇的3×30 m连续预应力箱梁为背景,分析了箱梁在各种作用下及综合作用下(不配置预应力)的应力状态,得到配束目标,对腹板束、顶板束及底板束效应分别进行比较分析,得到各类钢束主、次应力的规律及综合效应下完成目标的情况,以供该类桥配束参考。 Taking cast-in-situ 3 × 30 m prestressed continuous box girder as the background,the paper analyzes the stress conditions of box girder under various functions( without prestress),and obtains the matching target,compares the lib board reinforcement,top board reinforcement and bottom board reinforcement effect,and finally achieves various major and secondary stress law of steel reinforcement and their targets under comprehensive effect,with a view to provide some guidance for similar bridge reinforcement.
出处 《山西建筑》 2014年第32期180-182,共3页 Shanxi Architecture
关键词 连续箱梁 配束目标 钢束效应 次内力 效率 continuous box girder matching target steel reinforcement effect secondary internal force efficiency
  • 相关文献

参考文献1

  • 1张建军.预应力混凝土连续箱梁桥腹板裂缝分析研究[D].华南理工大学.2012.

共引文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部