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ID:40600190
大小:582.85 KB
页数:50页
时间:2019-08-04
《Chapter 6 Force method》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、Chapter6ForcemethodContents§6-1Basicconceptofforcemethod.......................................................................................................1§6-2Staticindeterminatenessandprimarystructures.................................................................
2、...........4§6-3Principlesandcanonicalequationsoftheforcemethod................................................................7§6-4Analysisofstaticallyindeterminatestructuresusingtheforcemethod.......................................106-4-1Staticallyindeterminatebeamsandf
3、rames.........................................................................116-4-2Staticallyindeterminatetrusses...........................................................................................156-4-3Staticallyindeterminatecompositestructures.................
4、....................................................19§6-5Analysisofsymmetricstructures.................................................................................................216-5-1Symmetricprimarystructures.......................................................
5、......................................236-5-2Useofahalfstructure.........................................................................................................276-6-1Supportsettlement...............................................................................
6、................................336-6-2Temperaturechanges...........................................................................................................35§6-7Displacementcalculationofstaticallyindeterminatestructures............................................
7、......38§6-8Internalforcecheckofstaticallyindeterminatestructures..........................................................426-8-1Checkofequilibriumconditions.........................................................................................426-8-2Checkofdeformation
8、compatibilityconditions..................................................................43Probl
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