巨型钢框架结构的三维非线性分析模型
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摘要
总结了巨型钢框架结构三维非线性分析模型的发展现状,介绍了塑性铰模型、简化塑性区模型和有限分割塑性区模型在巨型钢框架结构中的应用,指出了它们的优缺点。为了实现高精度和高计算效率分析模型在巨型钢框架结构非线性分析中应用,讨论了纤维模型和三维壳单元模型,并简单概述了作者将这两种模型应用于巨型钢框架结构三维非线性分析的尝试性工作。
In this paper,state of the art on three-dimension nonlinear analysis models of the steel mega-frame structures is summarized.The uses of the plastic hinge model,the simplified plastic zone model and the finite segment plastic zone model in the steel mega-frame structures are introduced,and their advantages and weaknesses are pointed out.In order to apply the analytical models with high computational efficiency and calculation accuracy to the steel mega-frame structures,the fiber model and the three-dimension shell element model are discussed.Finally the attempt to apply two models to the three-dimension nonlinear analysis of the steel mega-frame structures is discussed in brief.
In this paper,state of the art on three-dimension nonlinear analysis models of the steel mega-frame structures is summarized.The uses of the plastic hinge model,the simplified plastic zone model and the finite segment plastic zone model in the steel mega-frame structures are introduced,and their advantages and weaknesses are pointed out.In order to apply the analytical models with high computational efficiency and calculation accuracy to the steel mega-frame structures,the fiber model and the three-dimension shell element model are discussed.Finally the attempt to apply two models to the three-dimension nonlinear analysis of the steel mega-frame structures is discussed in brief.
引文
[1]陈麟.巨型钢结构的静力、抗震性能分析[D].哈尔滨:哈尔滨工业大学,2002.
[2]陈荣毅.高层钢结构巨型结构体系的地震反应损伤累积研究[D].上海:同济大学,2002.
[3]李国强,沈祖炎.钢框架弹塑性静动力反应的非线性分析模型[J].建筑结构学报,1990,11(2):51-59.
[4]李国强,刘玉姝.钢结构框架体系整体非线性分析研究综述[J].同济大学学报,2003,31(2):138-144.
[5]李君,张耀春.高层钢结构的非线性动力全过程分析方法[J].哈尔滨建筑大学学报,2000,33(1):16-19.
[6]李君.巨型钢框架结构非线性静、动力分析[D].哈尔滨:哈尔滨建筑大学,1999.
[7]刘洁平.楼板刚度及次框架对巨型钢框架结构反应的影响[D].哈尔滨:中国地震局工程力学研究所,2003.
[8]黄宗明,陈滔.基于有限单元柔度法和刚度法的非线性梁柱单元比较研究[J].工程力学,2003,20(5):24-31.
[9]许红胜,舒兴平,尚守平.考虑节点域剪切变形的空间钢框架结构分析[J].钢结构,2000,15(2):30-33.
[10]张文元.巨型钢结构非线性有限元分析的塑性铰法[D].哈尔滨:哈尔滨工业大学,2001.
[11]张文元,张耀春.高层钢结构双重非线性分析的塑性铰法[J].哈尔滨建筑大学学报,2000,33(6):1-7.
[12]张耀春,毕建军,张文元,陈麟.巨型钢柱空间滞回特性的试验研究[J].世界地震工程,2004,20(1):117-121.
[13]郑廷银.高层建筑钢结构巨型框架体系的高等分析理论及其实用计算[D].南京:东南大学,2002.
[14]郑廷银,赵惠麟.高层钢结构巨型框架体系的二阶位移实用计算[J].东南大学学报,2002,32(5):794-798.
[15]郑廷银,马梦寒,张玉,赵惠麟.巨型钢框架结构的二阶实用分析[J].工业建筑,2003,33(11):58-60.
[16]周晓峰.巨型钢框架结构的静力、抗震和抗风分析[D].上海:浙江大学,2001.
[17]Taucer F F,Spacone E,Filippou F C.Afiber beam-Column element for seismic response analysis of reinforced concrete structures[R].EERC-91/17,College of Engineering,UCB,1991.
[18]Avery P,Mahendran M.Analytical benchmark solutions for steel frame structures subjected to local buckling effects[J].Advances in StructuralEngineering,2000,3(3):215-229.
[19]Chen W F,Kim S E.LRFD Steel Design Using Advanced Analysis[M].New York:CRC Press,1997.
[20]吕西林.复杂高层建筑结构抗震理论与应用[M].北京:科学出版社,2007.
[21]沈世钊,陈昕.网壳结构稳定性[M].北京:科学出版社,1999.
[22]钟咏梅,高日.钢框架结构非线性分析力学模型综述[J].钢结构,2005,20(78):1-7.
[23]齐虎.结构三维非线性分析软件Opensees的研究及应用[D].哈尔滨:中国地震局工程力学研究所,2007.
[24]Liew J Y R and Chen W F.Analysis and design of steel frames considering panel joint deformations[J].Journal of Structural Engineering,1995,121(10):1531-1540.
[25]Wongkaew K,Chen W F.Consideration of out-of-plane buckling in advanced analysis for planar steel frame design[J].Journal of ConstructionalSteel Research,2002,58(5):943-965.
[26]Kim S E,Uang C M,Choi S H,et al.Practical advanced analysis of steel frames considering lateral-torsional buckling[J].Thin-Walled Struc-tures,2006,44(7):709-720.
[27]Vasilopoulos A A,Beskos D E.Seismic design of plane steel frames using advanced methods of analysis[J].Soil Dynamics and Earthquake En-gineering,2006,26(12):1077-1100.
[28]Jiang X M,Chen H,LiewJ Y R.Spread-of-plasticity analysis of three-dimensional steel frames[J].Journal of Constructional Steel Research,2002,58(32):193-212.
[2]陈荣毅.高层钢结构巨型结构体系的地震反应损伤累积研究[D].上海:同济大学,2002.
[3]李国强,沈祖炎.钢框架弹塑性静动力反应的非线性分析模型[J].建筑结构学报,1990,11(2):51-59.
[4]李国强,刘玉姝.钢结构框架体系整体非线性分析研究综述[J].同济大学学报,2003,31(2):138-144.
[5]李君,张耀春.高层钢结构的非线性动力全过程分析方法[J].哈尔滨建筑大学学报,2000,33(1):16-19.
[6]李君.巨型钢框架结构非线性静、动力分析[D].哈尔滨:哈尔滨建筑大学,1999.
[7]刘洁平.楼板刚度及次框架对巨型钢框架结构反应的影响[D].哈尔滨:中国地震局工程力学研究所,2003.
[8]黄宗明,陈滔.基于有限单元柔度法和刚度法的非线性梁柱单元比较研究[J].工程力学,2003,20(5):24-31.
[9]许红胜,舒兴平,尚守平.考虑节点域剪切变形的空间钢框架结构分析[J].钢结构,2000,15(2):30-33.
[10]张文元.巨型钢结构非线性有限元分析的塑性铰法[D].哈尔滨:哈尔滨工业大学,2001.
[11]张文元,张耀春.高层钢结构双重非线性分析的塑性铰法[J].哈尔滨建筑大学学报,2000,33(6):1-7.
[12]张耀春,毕建军,张文元,陈麟.巨型钢柱空间滞回特性的试验研究[J].世界地震工程,2004,20(1):117-121.
[13]郑廷银.高层建筑钢结构巨型框架体系的高等分析理论及其实用计算[D].南京:东南大学,2002.
[14]郑廷银,赵惠麟.高层钢结构巨型框架体系的二阶位移实用计算[J].东南大学学报,2002,32(5):794-798.
[15]郑廷银,马梦寒,张玉,赵惠麟.巨型钢框架结构的二阶实用分析[J].工业建筑,2003,33(11):58-60.
[16]周晓峰.巨型钢框架结构的静力、抗震和抗风分析[D].上海:浙江大学,2001.
[17]Taucer F F,Spacone E,Filippou F C.Afiber beam-Column element for seismic response analysis of reinforced concrete structures[R].EERC-91/17,College of Engineering,UCB,1991.
[18]Avery P,Mahendran M.Analytical benchmark solutions for steel frame structures subjected to local buckling effects[J].Advances in StructuralEngineering,2000,3(3):215-229.
[19]Chen W F,Kim S E.LRFD Steel Design Using Advanced Analysis[M].New York:CRC Press,1997.
[20]吕西林.复杂高层建筑结构抗震理论与应用[M].北京:科学出版社,2007.
[21]沈世钊,陈昕.网壳结构稳定性[M].北京:科学出版社,1999.
[22]钟咏梅,高日.钢框架结构非线性分析力学模型综述[J].钢结构,2005,20(78):1-7.
[23]齐虎.结构三维非线性分析软件Opensees的研究及应用[D].哈尔滨:中国地震局工程力学研究所,2007.
[24]Liew J Y R and Chen W F.Analysis and design of steel frames considering panel joint deformations[J].Journal of Structural Engineering,1995,121(10):1531-1540.
[25]Wongkaew K,Chen W F.Consideration of out-of-plane buckling in advanced analysis for planar steel frame design[J].Journal of ConstructionalSteel Research,2002,58(5):943-965.
[26]Kim S E,Uang C M,Choi S H,et al.Practical advanced analysis of steel frames considering lateral-torsional buckling[J].Thin-Walled Struc-tures,2006,44(7):709-720.
[27]Vasilopoulos A A,Beskos D E.Seismic design of plane steel frames using advanced methods of analysis[J].Soil Dynamics and Earthquake En-gineering,2006,26(12):1077-1100.
[28]Jiang X M,Chen H,LiewJ Y R.Spread-of-plasticity analysis of three-dimensional steel frames[J].Journal of Constructional Steel Research,2002,58(32):193-212.
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