引文
[1]谢仕柜.推进高强钢筋的发展[C]//新三级钢筋推广暨钒微合金化技术研讨会文集.成都:华冶信息研究所,2002:12-14.
[2]李洪岩,金学军,许荣昌.建筑用抗震钢研究概述[J].莱钢科技,2008(3):5-8.
[3]盛光敏,龚士弘.关于地震设防区建筑结构用钢的几点意见[J].自然灾害学报,1995,4(1):51-54.
[4]阎兴华,韩淼.工程结构抗震设计[M].北京:中国计量出版社,2000:18-19.
[5]秦斌,盛光敏,龚士弘.HRB400抗震钢筋的综合性能[J].钢铁研究学报,2006,18(5):33-37.
[6]侯中宇,刘喜明,陈荣敏,等.抗地震用建筑结构钢的显微组织及成分设计[J].金属热处理,2003,28(4):21-24.
[7]温东辉,宋凤明.低屈服点钢在建筑抗震设计中的应用[J].宝钢技术,2007(2):9-12.
[8]龚士弘,盛光敏.地震区建筑用钢的韧性对建筑物抗震性能的影响[J].工程抗震,2004(3):41-47.
[9]龚士弘,辛义德.地震区建筑结构钢的抗震性能问题[J].工程抗震,1987(3):31-35.
[10]巴恩比J T.疲劳[M].北京:科学出版社,1984.
[11]Nishimura T,Miki C.Strain controlled lowcycle fatigue behavior ofstructural steels[J].Proceedings of the Japan society of civil engi-neers,1978(279):29-44.
[12]Shimada K,Komotori J,Shimizu M.The applicability of the Man-son-Coffin law and Miner s law to extremely low cycle fatigue[J].Journal of the Japan Society of Mechanical Engineers,1987,53(491):1178-1185.
[13]Komotori J,Shimizu M.Mircostructural effect controlling exhaustionof ductility in extremely low cycle fatigue[J].Journal of the JapanSociety of Mechanical Engineers,1991,57(544):2879-2883.
[14]Masatoshi K.Extremely lowcycle fatigue life prediction based on anew cumulative fatigue damage model[J].International Journal ofFatigue,2001,24(6):699-703.
[15]Kuwamura H.Transition between fatigue and ductile fracture insteel[J].Journal of structural Engineering,ASCE,1997,123(7):864-870.
[16]Mander J B,Panthaki F D,Kasalanati A.Low-Cycle fatigue behav-ior of reinforcing steel[J].Journal of Materials in Civil Engineer-ing,ASCE,1994,6(4):453-468.
[17]Liu W C,Liang Z,Lee G C.Low-cycle Bending-Fatigue strength ofsteel bars under random excitation.Part I:Behavior[J].Journal ofStructural Engineering,ASCE,2005,131(6):913-918.
[18]Liu W C,Liang Z,Lee G C.Low-cycle Bending-Fatigue strength ofsteel bars under random excitation.Part II:Design Considerations[J].Journal of Structural Engineering,ASCE,2005,131(6):919-923.
[19]Seto A,Masuda T,Machida S,Miki C.Very low cyclic fatigueproperties of butt welded joints containing weld defects[J].Quar-terly Journal of the Japan Welding Society,1999,17(1):130-138.
[20]Madi Y,Matheron P,Recho N,Mongabure P.Low cycle fatigue ofwelded joints:newexperimental approach[J].Nuclear Engineeringand Design,2004,228(1-3):161-177.
[21]Sakano M,Wahab MA.Extremely lowcycle(ELC)fatigue crack-ing behaviour in steel bridge rigid frame piers[J].Journal of Mate-rials Processing Technology,2001,118:36-39.
[22]Tateishi K,Hanji T.Low cycle fatigue strength of butt welded steeljoint by means of newtesting system with image technique[J].In-ternational Journal of Fatigue,2004,26(12):1349-1356.
[23]Hanji T,Tateishi K,Minami K,Kitoh K.Extremely low cycle fa-tigue assessment for welded joints based on peak strain approach[J].Journal of Structural Mechanics and Earthquake Engineer-ing,JSCE,2006,I-74(808):137-145.
[24]Chi WM,Kanvinde AM,Deierlein G G.Prediction of ductile frac-ture in steel connections using SMCS criterion[J].Journal ofStructural Engineering,ASCE2006,132(2):171-181.
[25]Nip K H,Gardner L,Davies C M,Elghazouli A Y.Extremely lowcycle fatigue tests on structural carbon steel and stainless steel[J].Journal of Constructional Steel Research,2010,66(1):96-110.
[26]Matsui N,Ge HB.Evaluation of Strain Concentration for Predictionof Ductile Crack Initiation in Steel Bridge Piers[C]//Proceedingsof the Eighth International Summer Symposium,Japan Nagoya,2006:31-34.
[27]Kanvinde A M,Deierlein G G.Cyclic void growth model to assessductile fracture initiation in structural steels due to ultra low cyclefatigue[J].Journal of Engineering Mechanics,ASCE 2007,133(6):701-712.
[28]Tateishi K,Hanji T,Minam K.A prediction model for extremelylowcyclefatigue strength of structural steel[J].International Jour-nal of Fatigue,2007,29(5):887-896.
[29]Xue L.Aunified expression for lowcycle fatigue and extremely lowcycle fatigue and its implication for monotonic loading[J].Inter-national Journal of Fatigue,2008,30(10-11):1691-1698.
[30]Masayuki Kamaya.Fatigue properties of316 stainless steel and itsfailure due to internal cracks in low-cycle and extremely low-cyclefatigue regimes[J].International Journal of Fatigue,2010,32(7):1081-1089.
[31]岩田卫.动的外乱に对する设计の展望[J].日本建筑学会,1996(11):294-297.(柯林译,陈敏校.抗震建筑结构用钢材[J].国外科技动态,1997(8):16-27.)
[32]Tanemi YAMAGUCHI,Toru TAKEU-CHI,Toshimichi NAGAO,etc.Seismic Control Devices Using Low-Yield-Point Steel[J].Nippon Steel Technical Report,1998,77:65-72.
[33]Ming-Hsiang Shih,Wen-Pei Sung.A model for hysteretic behaviorof rhombic low yield strength steel added damping and stiffness[J].Computers and Structures,2005,83(12-13):895-908.
[34]Susantha K A S,Aoki Tetsuhiko,Kumano Takushi,et al.Applica-bility of low yield strength steel for ductility improvementof steelbridge piers[J].Engineering Structures,2005,27(7):1064-1073.
[35]盛光敏,龚士弘,彭侃.高应变低周疲劳的能量分析方法[J].重庆大学学报,1993,16(6):109-113.
[36]秦斌,盛光敏,龚士弘.20MnSiVHRB400钢筋的低周疲劳性能分析[J].重庆大学学报,2003,26(7):93-96.
[37]龚士弘,辛义德,胡贻苏.钢筋的高应变低周疲劳性能[J].钢铁,1987,22(5):41-47.
[38]廖洪军,盛光敏,龚士弘,等.Hrb400钢筋抗震性能研究[J].钢铁钒钛,2005,26(4):12-16.
[39]陈伟,苏鹤洲,李金柱.钒氮微合金化hrb400抗震钢筋的研制[J].云南冶金,2007,36(5):36-40.
[40]盛光敏,龚士弘,鄢如恢.工程结构钢在地震载荷下的高应变低周疲劳性能[J].钢铁钒钛,1991,12(1):31-38.
[41]龚士弘,盛光敏.微钒钛高抗震建筑结构钢在抗震设计中的应用[J].钢铁钒钛,1995,16(4):8-13
[42]王栓柱.金属疲劳[M].福建:福建科学技术出版社,1986.
[43]闵杰,盛光敏,吴结才,等.热轧H型钢的高应变低周疲劳性能研究[J].钢铁研究学报,2009,21(11):41-44.
[44]国家专利局发明专利.高抗震建筑结构钢及其生产工艺[P].1998年2月28日
[45]龚士弘,辛义德,盛光敏.钒对低碳钢形变时效的影响[J].钢铁钒钛,1983(4):71-75.
[46]盛光敏,龚士弘.抗震设计中的钢应变时效脆性问题[J].工程抗震,1994(1):26-31.
[47]龚士弘,盛光敏,等.微钒钛高抗震性能建筑结构钢及其控轧工艺[J].钢铁,1998,33(11):30-33.
[48]杨才福,张永权,柳书平.钒氮微合金化钢筋的强化机制[J].钢铁,2001,36(5):55-57.
[49]张永权,杨才福,柳书平.钒氮微合金化钢筋的研究[J].钢铁钒钛,2000,21(3):12-14.
[50]龚士弘,盛光敏,等.微钒钛高抗震建筑结构钢低周疲劳性能[J].钢铁,2001,36(5):51-54.
[51]龚士弘,盛光敏,等.减震器用钢研究[J].钢铁,2001,36(9):55-61.
[52]秦斌,盛光敏,龚士弘.HRB400抗震钢筋韧脆转变温度测试分析[J].钢铁钒钛,2003,24(4):59-63.
[53]吴比,盛光敏,龚士弘,等.钒对HRB400钢筋应变时效及冲击性能的影响[J].钢铁研究,2004(3):10-12.
[54]蒲玉梅,吴林,吴结才.Q235B、Q345BH型钢综合抗震性能试验研究[J].安徽冶金,2005(4):1-5.
[55]王威,吕西林,徐崇恩.低屈服点钢在结构振动与控制中的应用研究[J].结构工程师,2007,23(6):83-93.
[56]刘瑞,李玉顺.极低屈服点钢材在耗能减震控制中的应用[J].低温建筑技术,2006(2):52-53.
[57]倪志军,刘孝荣,温东辉,等.建筑抗震用低屈服点钢厚板的生产与应用[J].工程抗震与加固改造,2009,31(6):129-133.
[58]宋凤明,温东辉,李自刚.抗震用极低屈服点刚组织和性能研究[J].材料热处理技术,2008,37(22):28-31.
[59]温东辉,宋凤明,等.建筑抗震用低屈服点钢的生产与应用[J].建筑钢结构进展,2009,11(5):16-19.
[60]温东辉,宋凤明,等.抗震用低屈服点钢低周疲劳性能[C]//2009年第七届中国钢铁年会论文集.北京:2009:337-341.
[61]宋凤明,温东辉,李自刚.225MPa级抗震用低屈服点钢的开发[J].材料热处理技术,2009,38(12):62-63.
[62]屈朝霞,许磊,温东辉.宝钢低屈服点钢BLY225的焊接性能[J].建筑钢结构进展,2009,11(5):20-24.