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復雜結構彈塑性時程分析在ABAQUS軟件中的實現(xiàn)
汪大綏1) 李志山2) 李承銘3),4) 姜文偉1) 王國儉3) 廖 云2)
摘 要

1)華東建筑設計研究院,上海,200002;2)廣州數(shù)力顧問有限公司,510170;3)上海現(xiàn)代建筑設計集團有限公司,200041;4)同濟大學,上海,200092。
[提要]  利用ABAQUS軟件實現(xiàn)了復雜高層建筑結構的彈塑性時程分析,將梁、柱和剪力墻的彈塑性在材料的應力應變層次上精確模擬。通過工程實例,研究了彈塑性模型在地震時程中的變形及受力特點,得到結構構件截面的應力時程、應變時程、塑性應變時程,實時地反應結構受力性能,并驗證了整個方法的可行性。同時得到了截面在時程分析過程中的應力應變滯回曲線。
[關鍵詞]  彈塑性  動力時程分析  塑性應變  滯回曲線  ABAQUS軟件
Nonlinear Elastoplastic Time History Analysis for Complex Structures in ABAQUS/Wang Dasui1, Li Zhishan2, Li Chengming3,4, Jiang Wenwei 1, Wang Guojian3, Liao Yun2(1 East China Architectural Design & Research Institute,Shanghai 200002,China; 2 Guangzhou Mathematics & Mechanics Consultant Corporation,Guangzhou 510170,China; 3 Shanghai Modern Architectural Design Group,Shanghai 200041,China; 4 Tongji University,Shanghai 200092,China)
Abstract:Nonlinear elastoplastic time history analysis for complex structures is realized by ABAQUS program.For members such as beams,columns and shear walls,elastoplastic behavior is modeled with material stressstrain curve.Seismic deformation and mechanical behavior are studied for a real project to show the structure loading capacity and prove the probability of the way,listing member sectional stress history,strain history,plastic strain history and member hysteresis curves.
Keywords:elastoplasticity; dynamic time history analysis; plastic strain; hysteresis curve; ABAQUS

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