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dc.contributor.author吳派宏en_US
dc.contributor.authorWU, PAI-HONGen_US
dc.contributor.author姚家圻en_US
dc.contributor.authorYAO, JIA-GIen_US
dc.date.accessioned2014-12-12T02:04:05Z-
dc.date.available2014-12-12T02:04:05Z-
dc.date.issued1986en_US
dc.identifier.urihttp://140.113.39.130/cdrfb3/record/nctu/#NT752015016en_US
dc.identifier.urihttp://hdl.handle.net/11536/52728-
dc.description.abstract本文探討平面剛架，構件承受俞向載重，在彈性範圍內的幾何非線性分析。 首先利用大變位（但是用小轉角）理論，導出梁柱的控制方程式。然後推演側向載重 下的梁柱行為。最後建立程式，以迭代法解非線性系統方程式，並與線性分析和其他 研究作比較。zh_TW
dc.language.isozh_TWen_US
dc.subject平面剛架zh_TW
dc.subject側向載重zh_TW
dc.subject幾何非線性分析zh_TW
dc.subject大變位理論zh_TW
dc.subject梁柱zh_TW
dc.subjectPLANE-STELL-FRAMEWORKen_US
dc.subjectSIDE-LOADINGen_US
dc.subjectGEOMETRIC-NON-LINEAR-ANALYSISen_US
dc.subjectLARGE-DISPLACEMENT-THEORYen_US
dc.subjectBEAM-COLUMNen_US
dc.title側載構件之平面剛架彈性非線性分析zh_TW
dc.typeThesisen_US
dc.contributor.department土木工程學系zh_TW
Appears in Collections:Thesis


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