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某独斜塔斜拉桥主梁刚度对结构的影响分析 摘要 本文针对某独斜塔斜拉桥主梁刚度对结构的影响进行了深入的分析和探究。首先,通过研究斜拉桥的结构特点和设计原则,提出了主梁刚度对斜拉桥结构稳定性和安全性的重要性。其次,利用有限元分析软件对某独斜塔斜拉桥模型进行了建模和仿真分析,分别对不同主梁刚度下的结构位移、应力等参数进行了分析比较。最后,根据仿真结果和实际情况,提出了增加主梁刚度的具体方法,以提高某独斜塔斜拉桥的结构稳定性和安全性。 关键词:斜拉桥,主梁刚度,有限元分析,稳定性,安全性 Abstract Thispaperfocusesontheanalysisandexplorationoftheinfluenceofmaingirderstiffnessonthestructureofacertaininclinedtowercable-stayedbridge.Firstly,theimportanceofmaingirderstiffnesstothestabilityandsafetyofcable-stayedbridgestructureisproposedbystudyingthestructuralcharacteristicsanddesignprinciplesofcable-stayedbridge.Secondly,thefiniteelementanalysissoftwareisusedtomodelandsimulatethemodelofacertaininclinedtowercable-stayedbridge,anddifferentparameterssuchasdisplacementandstressunderdifferentmaingirderstiffnessareanalyzedandcompared.Finally,basedonthesimulationresultsandactualsituation,specificmethodsforincreasingthemaingirderstiffnessareproposedtoimprovethestructuralstabilityandsafetyofacertaininclinedtowercable-stayedbridge. Keywords:cable-stayedbridge,maingirderstiffness,finiteelementanalysis,stability,safety Introduction Cable-stayedbridgesareatypeofbridgestructurewithauniqueandbeautifulshape,andarewidelyusedinmodernbridgeengineeringduetotheiradvantagesoflargespan,highbearingcapacity,andstrongwindresistance.Themaingirderisanimportantpartofthecable-stayedbridge,whichdirectlyaffectsthestructuralstabilityandsafetyofthebridge.Therefore,theanalysisoftheinfluenceofmaingirderstiffnessonthestructureofcable-stayedbridgesisparticularlyimportant. Inrecentyears,manystudieshavebeencarriedoutonthestiffnessofmaingirdersincable-stayedbridges.Xuetal.(2017)proposedamainbeamadjustmentmethodbasedonfiniteelementanalysistoimprovethestructuraldeformationandvibrationofcable-stayedbridges.Chenetal.(2019)usedtheSAP2000softwaretoanalyzetheinfluenceofmaingirderstiffnessonthestressanddeformationofinclinedtowercable-stayedbridges.However,duetothecomplexityofthebridgestructureandthediversityofexternalloads,thereisstillroomforfurtherresearchontheinf