[1] 清华大学、西南交通大学、北京交通大学土木工程结构专家组.汶川地震建筑震害分析[J].建筑结构学报,2008,29(4): 1-9.
Civil and Structural Groups of Tsinghua University、Xinan Jiaotong University and Beijing Jiaotong University.Analysis on seismic damage of buildings in the Wenchuan earthquake [J].Journal of Building Structures,2008,29(4):1-9.(in Chinese)
[2]Otani S R C.Building damage statistics and SDF response with design seismic forces [J].Earthquake Spectra,1999,15(3):485-501.
[3]曹海韵,潘 鹏,叶列平,等.混凝土框架摇摆墙结构体系的抗震性能分析[J].建筑科学与工程学报,2011,28(1):64-69.
CAO Hai-yun,PAN Peng,YE Lie-ping,et al.Seismic performance analysis of RC frame rocking-wall structure system[J].Journal of Architecture and Civil Engineering,2011,28(1):64-67.(in Chinese)
[4]刘伯权,白绍良,赖 明.抗震结构的破坏准则评述及探讨[J].重庆建筑工程学院学报,1993,15(4):1-8.
LIU Bo-quan,BAI Shao-liang,LAI Ming.A review and analysis of failure criteria for aseismic structures [J].Journal of Chongqing Jianzhu University,1993,15(4):1-8.(in Chinese)
[5]刘伯权.抗震结构的破坏准则及可靠性分析[M].北京:中国建材工业出版社,1995.
LIU Bo-quan.Damage criteria and reliability analysis of earthquake resistant structures [M].Beijing:China Building Material Press,1995.(in Chinese)
[6]Banon H,Irvine H M,Biggs J M.Seismic damage in reinforced concrete frames [J].Journal of the Structural Engineering,1981,107(9):1713-1729.
[7]Park Y J,A H S,Wen Y K.Seismic damage analysis of reinforced concrete buildings[J].Journal of the Structural Engineering,1985,111(4):740-757.
[8]陈永祁,龚思礼.结构在地震动时延性和累积塑性耗能的双重破坏准则[J].建筑结构学报,1986,7(1):35-48.
CHEN Yong-qi,GONG Si-li.Double control damage index of structural ductility and dissipated energy during earthquake [J].Journal of Building Structures,1986,7(1):35-48.(in Chinese)
[9]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,1996,16(4):44-54.
NIU Di-tao,REN Li-jie.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)
[10] 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 Dong-sheng,FENG Qi-min,WANG Guo-xin.A modified park-ang seismic damage model considering low-cycle fatigue life[J].China Civil Engineering Journal,2004,37(11):41-49.(in Chinese)
[11] 刘伯权,徐云中,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].重庆建筑大学学报,1996,18(2):34-42.
LIU Bo-quan,XU Yun-Zhong,BAI Shao-Liang.Low-cyclic fatigue behavior of reinforced concrete column subjected to symmetric displacement cycling [J].Journal of Chongqing Jianzhu University,1996,18(2):34-42.(in Chinese)
[12] 刘伯权,黄宗明,张友为,等.非对称位移循环下钢筋混凝土柱的低周疲劳性能[J].重庆建筑大学学报,1996,18(2):92-99.
LIU Bo-quan,HUANG Zong-ming,ZHANG You-wei,et al.Low-cyclic fatigue behavior of reinforced concrete columns subjected to non-symmetric displacement cycling [J].Journal of Chongqing Jianzhu University,1996,18(2):92-99.(in Chinese)
[13] Banon H,Venezane D.Seismic safety of reinforced concrete members and structures[J].Earthquake Engineering and Structural Dynamics,1982,10(2):179-193.