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《《南水北调与水利科技》:南水北调大型渡槽纵梁不均匀挠度对结构的受力影响分析(和秀芬 李书群)(摘要)》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、《南水北调与水利科技》:南水北调大型渡槽纵梁不均匀挠度对结构的受力影响分析(和秀芬李书群)(摘要)《南水北调与水利科技》:南水北调大型渡槽纵梁不均匀挠度对结构的受力影响分析(和秀芬李书群)(摘要) #TRS_AUTOADD_1219290504031{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋体}#TRS_AUTOADD_1219290504031P{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:
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3、LI{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋体}/**---JSON--{"":{"line-height":"1.5","font-family":"宋体","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"p":{"line-height":"1.5","font-family":"宋体","font-size":"12pt","margin-top":"0","ma
4、rgin-bottom":"0"},"td":{"line-height":"1.5","font-family":"宋体","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"div":{"line-height":"1.5","font-family":"宋体","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"li":{"line-height":"1.5","font-family":"宋体","font-size
5、":"12pt","margin-top":"0","margin-bottom":"0"}}--**/摘要:南水北调中线总干渠规模巨大、水头低,沿线大型渡槽设计大量采用多槽一联大跨度预应力钢筋混凝土结构,槽身纵向受力体系由多道纵梁承担,槽身纵向挠度不仅是结构正常运用的一项控制指标,纵梁间的不均匀挠度差对多槽一联的渡槽横向结构的影响也是不能忽视的。纵向结构不均匀挠度差过大,会引起槽身横向结构附加内力过大,甚至引起结构破坏。通过对河北省典型跨河渡槽纵梁不同运行工况的挠度计算,将纵梁间挠度差作为横向计算的初始变位,计算此变位对横向内力的影响。再通过对纵梁
6、预应力的调整,使各种计算工况下纵梁产生挠度对横向结构影响最小,从而达到结构优化的目的。
关键词:大型渡槽;纵梁挠度差;横向结构计算
中图分类号:TV68;TV31文献标识码:B文章编号:1672-168301-0197-03
EffectofNon-UniformDeflectionofLongitudinalBeamsonStructureofLargeAqueductintheSouth-to-NorthWaterTransferProject
HEXiu-fen,LIShu-qun
(TheSecondDesignandRese
7、archInstituteofWaterConservancyandHydropowerofHebei,Shijiazhuang050021)
Abstract:IntheSouth-to-NorthWaterTransferProject,thesizeoftheprimarychannelishuge.Aqueductdesignusuallyismanytroughsinterconnectedwithabeamwithlargespanprestressedreinforcedconcretestructure.Thedeflection
8、ofthelongitudinalbeamsisacontrolguideforstructure''sop