引文
[1]Safar,M.Ghobarah,A.Simplified Deformation-Based Seismic Vulnerability Assessment Approach[C]//First European Conference Earthquake Engineering and Seismology,Geneva,Switzerland,2006.
[2]Bertero R D,Bertero V V.Performance-based seismic engineering:the need for a reliable conceptual comprehensive approach[J].Earthquake Engineering and Structure Dynamics,2002,31(3):627-652.
[3]Kim T H,Lee K M,Chung Y S,et al.Seismic Damage Assessment of Reinforced Concrete Bridge Columns[J].Earthquake Structures,2005,27(4):576-592.
[4]郑山锁,侯丕吉,李磊.RC剪力墙地震损伤试验研究[J].土木工程学报,2012,45(2):51-59.ZHENG Shansuo,HOU Piji,LI Lei.Experimental study on seismic damage RC shear walls[J].Civil Engineering Journal,2012,45(2):51-59.(in Chinese)
[5]曾磊,许成祥,郑山锁.型钢高强高性能混凝土框架节点地震损伤模型[J].工程抗震与加固改造,2013,35(2):56-61.ZENG Lei,XU Chengxiang,ZHENG Shansuo.Earthquake damage model of SR high-strength high performance concrete frame joints[J].Earthquake Resistant Engineering and Retrofitting,2013,35(2):56-61.(in Chinese)
[6]梁岩,罗小勇.耐久性损伤钢筋混凝土结构抗震分析参数研究[J].建筑结构,2013,43(8)69-73.LIANG Yan,LUO Xiaoyong.Durability parameters analysis of seismic damage for reinforced concrete structures[J].Architectural structure,2013,43(8)69-73.(in Chinese)
[7]Hindi R A,Sexsmith R G.Inelastic damage analysis of reinforced concrete bridge columns based on degraded monotonic energy[J].ASCE Journal of Bridge Engineering,2004,9(4):326-332.
[8]Powell G H,Allahabadi R.Seismic damage prediction by deterministic methods:Concept and procedures[J].Earthquake Engineering and Structural Dynamics,1988,16:719-734.
[9]Krawinkler H,Zohrei M.Cumulative damage in steel structures subjected to earthquake ground motion[J].Computers and structures.198316(14):531-541.
[10]Park YJ.,Ang A.H.,Mechanistic Seismic Damage Model for Reinforced Concrete[J].Journal of Structural Engineering,2000,126:869-878.
[11]王东升,冯启民,王国新.考虑低周疲劳寿命的改进Park-Ang地震损伤模型[J].土木工程学报,2004,37(11):41-49.WANG Dongsheng,FENG Qimin,WANG Guoxin.Improved Park-Ang earthquake damage model Considering low cycle fatigue life[J].Civil Engineering Journal,2004,37(11):41-49.(in Chinese)
[12]Zatar W A,Mutsuyoshi H.Residual displacements of concrete bridge piers subjected to near field earthquakes[J].ACI Structural Journal,2002,99(6):740-749.
[13]陈鑫,阎石,李兵,等.高强钢筋高强混凝土柱损伤模型试验研究[J].工程力学,2013,30(增):154-158.CHEN Xin,YAN Shi,LI Bing,et al.Experimental study on damage model for HSC columns[J].Engineering mechanics,2013,Vol.30 suppl:154-158.(in Chinese)
[14]姜荣斌.预应力混凝土桥墩抗震性能研究[D].大连理工大学,2012.JIANG Rong-bin.Study on Seismic Performance of PRC Bridge Pier[D].Dalian:Dalian University of Technology,2012.(in Chinese)
[15]孙治国,王东升,司炳君,等.采用预应力筋进行RC桥墩地震损伤控制的试验研究[J].土木工程学报,2014,47(1):107-116.SUN Zhiguo,WANG Dongsheng,SI Bingjun,et al.Experimental research on the seismic damage control techniques for RC bridge piers by using prestressing tendons[J].Civil Engineering Journal,2014,47(1):107-116.(in Chinese)
[16]王全凤,郑济坤,周博,等.基于滞回耗能的HRBF500 RC柱抗震性能研究[J].土木工程学报,2013,46(11):22-28.WANG Quanfeng,ZHENG Jikun,ZHOU Bo,et al.Study on seismic behavior of HRBF500 RC column based on hysteretic energy[J].Civil Engineering Journal,2013,46(11):22-28.(in Chinese)