基于能量或变形-能量双重准则损伤指数模型研究
摘要
Park-Ang双参数地震损伤指数模型自提出以来在地震工程研究领域获得了较为广泛的应用。Park-Ang双参数地震损伤模型并非尽善尽美,在综合大量试验及国内外大量文献的基础上论述了应用比较广泛的三种模型,分析了其各自的特点及适用范围,并通过分析一组钢筋混凝土框架柱试验数据及破坏现象,研究了框架柱损伤指数与破坏等级的关系,对损伤指数模型的应用前景提出了建议。
引文
[1]V.V.Bertero.State-of-the-art report on de-sign criteria[C].Mexico,PaperID:2005,1996.
[2]S.Otani,Recent development in seismic cri-teria of Japan[A].Proc.11th WoConf.Earth-quake Engrg[C].Mexico,PaperID:2124,1996.
[3]Young Ji Rark,Alfredo H S Ang.Mecha-nistic Seismic Model for Reinforced Con-crete[J].Journal of Structural Engineering,ASCE,1985,111(4):722-739.
[4]Young Ji Rark,Alfredo H S Ang.Seismic damage analysis of reinforced concrete build-ings[J].Journal of Structural Engineering,ASCE,1985(4),111(4):740-756.
[5]何政.钢筋混凝土结构非线性分析及地震损伤性能设计与控制[D].哈尔滨工业大学博士学位论文,2001,(1).
[6]Kunnath S K,Reinhorn A M,Lobo R F.IDARC Versian3.0:A program for the inelastic damsge analysis of R/C structures.[R].Technical Report NCEER-92-0022,Nationaicenter for Earth-quake Engineering Research,state University of New York,Buffalo,1992.
[7]王东升.钢筋混凝土梁式桥地震破损研究[D].中国地震局工程力学研究所博士学位论文,2002-09-01.
[8]陕西省建筑设计院.钢筋棍凝土框架柱抗震性能的试验研究[M].北京:地震出版杜,1979.
[9]H.Krawwinkler.A few basic concepts for performance based seis-mic design[A].Proc.11th Word Conf.Earthquake Engrg[C].Mexico,PaperID:1133,1996.
[10]M.J.Kowalsky,M.J.N.Priestley and G.A.Macrae.Displacement-based design of RC bridge columns in seismic regions[J].Earthquake Engineering and Structural Dynamics.1995,24:623-1643.
[2]S.Otani,Recent development in seismic cri-teria of Japan[A].Proc.11th WoConf.Earth-quake Engrg[C].Mexico,PaperID:2124,1996.
[3]Young Ji Rark,Alfredo H S Ang.Mecha-nistic Seismic Model for Reinforced Con-crete[J].Journal of Structural Engineering,ASCE,1985,111(4):722-739.
[4]Young Ji Rark,Alfredo H S Ang.Seismic damage analysis of reinforced concrete build-ings[J].Journal of Structural Engineering,ASCE,1985(4),111(4):740-756.
[5]何政.钢筋混凝土结构非线性分析及地震损伤性能设计与控制[D].哈尔滨工业大学博士学位论文,2001,(1).
[6]Kunnath S K,Reinhorn A M,Lobo R F.IDARC Versian3.0:A program for the inelastic damsge analysis of R/C structures.[R].Technical Report NCEER-92-0022,Nationaicenter for Earth-quake Engineering Research,state University of New York,Buffalo,1992.
[7]王东升.钢筋混凝土梁式桥地震破损研究[D].中国地震局工程力学研究所博士学位论文,2002-09-01.
[8]陕西省建筑设计院.钢筋棍凝土框架柱抗震性能的试验研究[M].北京:地震出版杜,1979.
[9]H.Krawwinkler.A few basic concepts for performance based seis-mic design[A].Proc.11th Word Conf.Earthquake Engrg[C].Mexico,PaperID:1133,1996.
[10]M.J.Kowalsky,M.J.N.Priestley and G.A.Macrae.Displacement-based design of RC bridge columns in seismic regions[J].Earthquake Engineering and Structural Dynamics.1995,24:623-1643.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心