TAERWE L R,LAMBOTTE H,MIESSELER H J.Loading tests on concrete beams prestressed with glass fibertendons[J].PCI Journal,1992,37(4):84-97.
[2]
STOLL F,SALIBA J E,CASPER L E.Experimentalstudy of CFRP-prestressed high-strength concrete bridgebeams[J].Composite Structures,2000,49(2):191-200.
[3]
杜修力,王作虎,詹界东.预应力FRP筋混凝土梁的抗震性能试验研究[J].土木工程学报,2012,45(2):43-50.DU Xiu-li,WANG Zuo-hu,ZHAN Jie-dong.Experimentalstudies on the seismic performance of concrete beamsprestressed with FRP tendons[J].China CivilEngineering Journal,2012,45(2):43-50.(in Chinese)
[4]
PENIZEN J.Dynamic response of elasto-plastic frames[J].Journal of Structural Division,ASCE,1962,88(7):1322-1340.
[5]
JENNINGS P C.Periodic response of a general yieldingstructure[J].Journal of Engineering Mechanical Division,ASCE,1964,90(2):131-165.
[6]
CLOUGH R W,JOHNSTON S B.Effect of stiffnessdegradation on earthquake ductility requirements[C]∥Proceeding 2th Jappan Earth Engng Symp.Tokyo,1966.
[7]
TAKEDA T,SOZEN M A,NIELSON N N.Reinforcedconcrete response to simulated earthquakes[J].Journal ofStructural Division,ASCE,1970,96(12):2557-2572.
[8]
SAIIDI M.Hysteresis models for reinforced concrete[J].Journal of Structural Division,ASCE,1982,108(5):1077-1087.
[9]
BURKE C R,CHARLES W D.Flexural design ofprestressed concrete beams using FRP tendons[J].PCIJournal,2001,46(2):76-87.
[10]
王作虎,邓宗才,杜修力,等.CFRP筋预应力粗纤维混凝土梁抗震性能的试验研究[J].机械强度,2007,29(6):914-918.WANG Zuo-hu,DENG Zong-cai,DU Xiu-li,et al.Experimental studies on the seismic performance of CFRPprestressed macro-fiber concrete beams[J].Journal ofMechanical Strength,2007,29(6):914-918.(inChinese)
[11]
成文山,邹银生,程翔云.钢筋混凝土压弯构件恢复力特性的研究[J].湖南大学学报,1983,10(4):13-22.CHENG Wen-shan,ZOU Yin-sheng,CHENG Xiang-yun.Research on the characteristics of restoring force forreinforced concrete members with flexure and axial force[J].Journal of Hunan University,1983,10(4):13-22.(in Chinese)
[12]
王作虎.预应力FRP筋混凝土梁结构性能研究[D].北京:北京工业大学建筑工程学院,2010.WANG Zuo-hu.Study on the properties of concrete beamsprestressed with FRP tendons[D].Beijing:College ofArchitecture and Civil Engineering,Beijing University ofTechnology,2010.(in Chinese)
[13]
ROBERT K D,FRIEDER S,EDWARD L W.Pivothysteresis model for reinforced concrete members[J].ACI Structural,1998,95(5):607-617.
[14]
李亮.部分预应力混凝土受弯构件恢复力模型研究[D].上海:同济大学土木工程学院,2007.LI Liang.Studies on hysteretic model for partiallyprestressed concrete flexural members[D].Shanghai:College of Civil Engineering,Tongji University,2007.(in Chinese)
