- 摘 要
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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 Elastoplastic Time History Analysis for Complex Structures in ABAQUS/Wang Dasui1, Li Zhishan2, Li Chengming3,4, Jiang Wenwei 1, Wang Guojian3, 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 elastoplastic time history analysis for complex structures is realized by ABAQUS program.For members such as beams,columns and shear walls,elastoplastic behavior is modeled with material stressstrain curve.Seismic deformation 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:elastoplasticity; dynamic time history analysis; plastic strain; hysteresis curve; ABAQUS