引文
[1]Williams S M,Robert G.Seismic assessment of concrete bridges using inelastic damage analysis[J].Engineering Structures,1997,19(3):208-2.
[2]Park Y J,Ang H S.Mechanistic seismic damage model of reinforced concrete[J].Journal of Structural Engineering(ASCE),1985,111:722-739.
[3]Ghobarah A,Elfath H A,Ashraf B.Response-based damage assessment of structures[J].Earthquake Engineering and Structural Dynamics,1999,28:79-104.
[4]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):20-34.JIANG Jinren,SUN Jingjiang.The earthquake damagemodel of brick structure[J].Earthquake Engineering and Engineering Vibration,1987,7(1):20-34.(in Chinese)
[5]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].地震工程与工程振动,1990,10(4):27-37.OU Jinping,NIU Ditao,WANG Guangyuan.Fuzzy dynamical reliability analysis and design of multi-storey nonlinear aseismic steel structure[J].Earthquake Engineering and Engineering Vibration,1990,10(4):27-37.(in Chinese)
[6]欧进萍,何政,吴斌,等.钢筋混凝土结构基于地震损伤性能的设计[J].地震工程与工程振动,1999,19(1):21-30.OU Jinping,HE Zheng,WU Bin,et al.Seismic damage performace-based design of reinforced concrete structures[J].Earthquake Engineering and Engineering Vibration,1999,19(1):21-30.(in Chinese)
[7]牛荻涛,任利杰.改进的钢筋混凝土结构双参数地震破坏模型[J].地震工程与工程振动,1996,(4):44-54.NIU Ditao,REN Lijie.A modified seismic damage model with double variables for reinforced concrete structures[J].Earthquake Engineering and Engineering Vibration,1996,16(4):44-54.(in Chinese)
[8]吕大刚,王光远.基于损伤性能的抗震结构最优设防水准的决策方法[J].土木工程学报,2001,34(1):44-49.LU Dagang,WANG Guangyuan.Decision-making method of optimal fortification level for aseismic structures based on damage performance[J].China Civil Engineering Journal,2001,34(1):44-49.(in Chinese)
[9]刘伯权,白绍良,刘鸣.抗震结构的等效延性破坏准则及其子结构试验验证[J].地震工程与工程振动,1997,17(3):77-83.LIU Boquan,BAI Shaoliang,LIU Ming.Equivalent ductility damage criteria of earthquake-resistant structures and their verification by substructure method[J].Earthquake Engineering and Engineering Vibration,1997,17(3):77-83.(in Chinese)
[10]李宏男,何浩详.利用能力谱法对结构地震损伤评估简化方法[J].大连理工大学学报,2004,44(2):267-270.LI Hongnan,HE Haoxiang.A simplified approach for seismic damage assessment based on capacity spectrum method[J].Journal of Dalian University of Technology,2004,44(2):267-270.(in Chinese)
[11]陶能付,夏颂佑.大坝的地震灾害损失预测研究[J].河海大学学报,1998,26(1):88-92.TAO Nengfu,XIA Songyou.Assessment of earthquake-induced losses of dams[J].Journal of Hohai University:Natural Sciences,1998,26(1):88-92.(in Chinese)
[12]钟红,李晓燕,林皋.基于破坏形态的重力坝地震易损性研究[J].大连理工大学学报,2012,52(1):60-65.ZHONG Hong,LI Xiaoyan,LIN Gao.Analyses of failure modes-based seismic fragility of gravity dams[J].Journal of Dalian University of Technology,2012,52(1):60-65.(in Chinese)
[13]寇立夯,金峰,张楚汉,等.重力坝地震整体损伤指数的初步探索[J].中国水利,2008(11),28-30.KOU Lihang,JIN Feng,ZHANG Chuhan.Exploratory development of global seismic damage indices of concrete gravity dam China[J].China Water Resources,2008(11),28-30.(in Chinese)
[14]Lubliner J,Oliver J,Oller S,et al.A plastic-damage model for concrete[J].International Journal of Solids and Structures,1989,25(3):229-326.
[15]范书立,陈明阳,陈健云,等.基于能量耗散碾压混凝土重力坝地震损伤分析[J].振动与冲击,2011,30(4):271-275.FAN Shuli,CHEN Mingyang,CHEN Jianyun,et al.Seismic damage analysis of a concrete gravity dam based on energy dissipation[J].Journal of Vibration and Shock,2011,30(4):271-275.(in Chinese)
[16]张社荣,王高辉,孙博,等.基于扩展有限元法的重力坝强震潜在失效模式分析[J].水利学报,2012,43(12):1431-1439.ZHANG Sherong,WANG Gaohui,SUN Bo,et al Seismic potential failure mode of gravity dam based on extended finite element method[J].Journal of Hydraulic Engineering,2012,43(12):1431-1439.(in Chinese)
[17]尹之潜.地震灾害损失预测研究[J].地震工程与工程振动,1991,11(4):87-96.YIN Zhiqian.A study for prediction earthquake disaster loss[J].Earthquake Engineering and Engineering Vibration,1991,11(4):87-96.(in Chinese)
[18]National Research Council(U.S.).Earthquake engineering for concrete dams:design,performance,and research needs[M].National Academies Press.USA 1990:99-100.