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1、山東建筑大學碩士學位論文題目局部雙層球面網(wǎng)殼的抗震性能分析計：學位論文103頁表格32個插圖100幅評閱人：壘鴦指導教師：鏖盎田教攫魚魚學院院長：廑曉田數(shù)援學位論文完成日期：2Q!壘生壘旦山東建筑大學碩士學位論文AnalysisofaseismicperformanceonpartialdoublelayersphericalreticulatedshellChenYaruo(EngineeringMechanics)DirectedbyLuXiaoyangABSTRACTSphericalreticulatedshellstructurehastheStructurecharacte
2、risticsoflargespanandlargespan，rationalstrengthandbeautifulappearance．Ithasbeenwidelyusedineachcountries’sportsandculturalvenues，waitinghallandotherlandmarkpublicbuildings．sportsbuildingsandpublicbuildingsinrecentyears．Mostofthesebuildingsarecrowdedplaces．Oncetheearthquakecausebuildingsdamaged．I
3、twillcauseagreatloss．Sotheseismicperformanceanalysisandenhancementofthiskindofstructureseismicisnecessary．Thispapermadetheseismicperformanceanalysisofthesixcategoriesandtenkindsofpyramidsystempartialdoublelayerformsofclassicalsphericalshell．1)ThispaperusedparametricdesignlanguageAPDLofANSYStoest
4、ablishthesixcategoriesandtenkindsofpyramidsystempartialdoublelayerformsofclassicalsphericalshellmodel，andobtainedthelengthformulaofthesixcategoriesandtenkindsofclassicalsingle-layersphericallatticeshellsbyusingMaple．Theapplicationoftheformulasandparametersdesignsoftwarehaveanimportantengineering
5、valueforstandardizeddesign，constructionandmaintenanceofthesphericalreticulatedshellstructure．2)ThispaperusedANSYSsoftwaretoanalyzethenaturalvibrationcharacteristicsofthesixcategoriesandtenkindsofpyramidsystempartialdoublelayerformsofclassicalsphericalshellmodelandmade376examplesusingthesubspacei
6、terationmethod．Itcalculatedthe矗equencyandmodeofmodelunderdifferentbasicparametersandlearnedtheselfvibrationcharacteristicsofreticulatedshellstructure．ThenitcomparedthemonolayerandthepartialdoublelayerformsandII山東建筑大學碩士學位論文analyzedthevibrationcharacteristicsundertheimpactoftheratioofrisetospan，th
7、eratioofthicknesstospan，section，circularsymmetricregionnumberandradialnodenumber．3)ThispaperusedE1一centrothree—dimensionalseismicwavetomakenonlineardynamicresponseanalysisofsixcategoriesandtenkindsofclassicalsphericalshellmo
