结构地震累积损伤指标研究进展
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摘要
对现有地震累积损伤理论从材料、构件、结构三个层面进行介绍,并从损伤指标选取角度对比,分析经典理论模型优缺点,为进一步揭示结构地震破坏机理研究提出了建议。
Cumulated damage theory based on existing earthquake regarding the structure,structural element members and materials is presented.From damage index perspective,it is analyzed comparatively that the merits and demerits of the classical theoretical model.It is provided recommendations for study on further revealing the mechanism of earthquake damage.
Cumulated damage theory based on existing earthquake regarding the structure,structural element members and materials is presented.From damage index perspective,it is analyzed comparatively that the merits and demerits of the classical theoretical model.It is provided recommendations for study on further revealing the mechanism of earthquake damage.
引文
[1]董璞.地震动特性及引起的结构破坏机理浅析[J].惠州学院学报,2002,22(3):94-95.
[2]于海洋.钢筋混凝土结构地震损伤模型研究[D].重庆:重庆大学,2004:7-25.
[3]蔡秋琦,高磊,王君杰.结构损伤指标研究综述[J].结构工程师,2010,26(4):148-157.
[4]Cipouina A,Lopez Inojosa A,Florez Lopez J.A Simplied Damage Mechanics Approach to Nonlinear Analysis of Frames[J].Computer and Structures,1995,54(6):1113-1126.
[5]Perdomo M E,Raml A,Florez Lopez J.Simulation of Damage in RC Frames with Variable Axial Forces[J].Earthquake Engineering Struct.Dyn,1999,29(1):311-328.
[6]Florez Lopez J.Frames Analysis and Continuum Damage Mechanics[J].European Journal of Mechanics,1998,17(2):269-328.
[7]谢里阳.疲劳损伤问题中有效应力的一种定义[J].应用力学学报,1992,9(1):32-36.
[8]方华灿,陈国民.模糊概率断裂力学[M].东营:石油大学出版社,1999:44-45.
[9]王振宇,刘晶波.建筑结构地震损伤评估的研究进展[J].世界地震工程,2001,17(3):41-43.
[10]潘元,刘伯权,邢国华,等.基于破坏准则的钢筋混凝土结构抗倒塌研究进展[J].建筑科学与工程学报,2010:51-55.
[11]Banon H,Biggs J M,Irv ine H M.Seismic Damage in Reinforced Concrete Frames[J].Journal of Structural Engineering,ASCE,1981,107(9):1713-1729.
[12]Toussi S,Yao J T P.Hysteresis Identification of Existing Structures[J].Journal of Structural Mechanics,ASCE,1983,109(5):1189-1203.
[13]刘伯权,白绍良.钢筋混凝土柱在等幅对称位移循环加载下的低周疲劳性能[J].重庆大学学报,1996,18(2):35-42.
[14]肖明葵.基于性能的抗震结构位移及能量反应分析方法研究[D].重庆:重庆大学,2004:7-10.
[15]Gosain N K,Brown R H,Jirsa J O.Shear Requirements for Load Reversals on RC Members[J].Journal of Structural Engineering,ASCE,1977,103(7):1461-1476.
[16]黄庆丰.抗震结构动力响应的卸载分析方法[D].天津:天津大学,2003:80-85.
[17]Young Ji,Park,Alfredo H.-S.Ang,Yi Kwen Wen,Seismic Damage Analysis of Reinforced Concrete Buildings[J].Journal of Structural Engineering,ASCE,1985,111(4):740-757.
[18]Chai Y H,Romstad K M,Bird S M.Engergy-Based Linear Damage Model for High-Intensity Seismic Loading[J].Journal of Structural Engineering,ASCE,1995,121(5):857-864.
[19]江近仁,孙景江.砖结构的地震破坏模型[J].地震工程与工程振动,1987,7(1):27-30.
[20]Li J Q,Zhao S C.Damage Model of Reinforced Concrete Member[J].Journal of Lanzhou Railway University,2000,19(3):25-27.
[21]Wang D S,Si B J,Ai Q H,et al.A Comparative Study of Modified Park-Ang model and Park-Ang model for StructuralSeismic Damage Evaluation[J].Earthquake Resistant Engineering and Retrofitting,2005,27(S1):138-144.
[22]Bracci J M,Mander J B,Kunnath S K.Deter Mini Stic Model for Seismic Damage Evaluation of RC Structures,Technical Report[R].1989:18-16.
[23]欧进萍,牛荻涛,王光远.多层非线性抗震钢结构的模糊动力可靠性分析与设计[J].结构工程与结构振动,1990,10(4):28-35.
[24]Dipasquale E,Ju J-W,Askar A,et al.Relation Between Global Damage Indices and Local Stiffness Degradation[J].Journal of Structural Engineering,ASCE,1990,116(5):1440-1456.
[25]刘海卿,陈小波,王学庆.应用损伤指数的框架结构倒塌数值模拟分析[J].自然灾害学报,2008,17(5):22-22.
[2]于海洋.钢筋混凝土结构地震损伤模型研究[D].重庆:重庆大学,2004:7-25.
[3]蔡秋琦,高磊,王君杰.结构损伤指标研究综述[J].结构工程师,2010,26(4):148-157.
[4]Cipouina A,Lopez Inojosa A,Florez Lopez J.A Simplied Damage Mechanics Approach to Nonlinear Analysis of Frames[J].Computer and Structures,1995,54(6):1113-1126.
[5]Perdomo M E,Raml A,Florez Lopez J.Simulation of Damage in RC Frames with Variable Axial Forces[J].Earthquake Engineering Struct.Dyn,1999,29(1):311-328.
[6]Florez Lopez J.Frames Analysis and Continuum Damage Mechanics[J].European Journal of Mechanics,1998,17(2):269-328.
[7]谢里阳.疲劳损伤问题中有效应力的一种定义[J].应用力学学报,1992,9(1):32-36.
[8]方华灿,陈国民.模糊概率断裂力学[M].东营:石油大学出版社,1999:44-45.
[9]王振宇,刘晶波.建筑结构地震损伤评估的研究进展[J].世界地震工程,2001,17(3):41-43.
[10]潘元,刘伯权,邢国华,等.基于破坏准则的钢筋混凝土结构抗倒塌研究进展[J].建筑科学与工程学报,2010:51-55.
[11]Banon H,Biggs J M,Irv ine H M.Seismic Damage in Reinforced Concrete Frames[J].Journal of Structural Engineering,ASCE,1981,107(9):1713-1729.
[12]Toussi S,Yao J T P.Hysteresis Identification of Existing Structures[J].Journal of Structural Mechanics,ASCE,1983,109(5):1189-1203.
[13]刘伯权,白绍良.钢筋混凝土柱在等幅对称位移循环加载下的低周疲劳性能[J].重庆大学学报,1996,18(2):35-42.
[14]肖明葵.基于性能的抗震结构位移及能量反应分析方法研究[D].重庆:重庆大学,2004:7-10.
[15]Gosain N K,Brown R H,Jirsa J O.Shear Requirements for Load Reversals on RC Members[J].Journal of Structural Engineering,ASCE,1977,103(7):1461-1476.
[16]黄庆丰.抗震结构动力响应的卸载分析方法[D].天津:天津大学,2003:80-85.
[17]Young Ji,Park,Alfredo H.-S.Ang,Yi Kwen Wen,Seismic Damage Analysis of Reinforced Concrete Buildings[J].Journal of Structural Engineering,ASCE,1985,111(4):740-757.
[18]Chai Y H,Romstad K M,Bird S M.Engergy-Based Linear Damage Model for High-Intensity Seismic Loading[J].Journal of Structural Engineering,ASCE,1995,121(5):857-864.
[19]江近仁,孙景江.砖结构的地震破坏模型[J].地震工程与工程振动,1987,7(1):27-30.
[20]Li J Q,Zhao S C.Damage Model of Reinforced Concrete Member[J].Journal of Lanzhou Railway University,2000,19(3):25-27.
[21]Wang D S,Si B J,Ai Q H,et al.A Comparative Study of Modified Park-Ang model and Park-Ang model for StructuralSeismic Damage Evaluation[J].Earthquake Resistant Engineering and Retrofitting,2005,27(S1):138-144.
[22]Bracci J M,Mander J B,Kunnath S K.Deter Mini Stic Model for Seismic Damage Evaluation of RC Structures,Technical Report[R].1989:18-16.
[23]欧进萍,牛荻涛,王光远.多层非线性抗震钢结构的模糊动力可靠性分析与设计[J].结构工程与结构振动,1990,10(4):28-35.
[24]Dipasquale E,Ju J-W,Askar A,et al.Relation Between Global Damage Indices and Local Stiffness Degradation[J].Journal of Structural Engineering,ASCE,1990,116(5):1440-1456.
[25]刘海卿,陈小波,王学庆.应用损伤指数的框架结构倒塌数值模拟分析[J].自然灾害学报,2008,17(5):22-22.
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