您好,欢迎来到360论文服务中心!设为首页 | 加入收藏

360论文服务中心

客服中心

全国咨询电话:18810141013

QQ :点击这里给我发消息 80017332

 点击这里给我发消息 634602927

手机:18810141013

邮箱:634602927@qq.com

短信:18810141013

本站介绍

360论文服务中心是最受欢迎的论文发表与论文编辑服务网站。

360论文服务中心于2000年创建,注册用户量已突破152万人,并帮助近380万人次顺利发表论文。14年来,360论文服务中心始终遵循热情快捷、安全可靠的服务宗旨,深受广大网民青睐。360论文服务中心主要设有论文发表部、论文创作部、期刊合作部、论文采编部、技术运营部和市场推广部等多个部门,是目前国内论文行业,规模最大、服务人员最多的正规网站。

创作发表说明

1. 如果您没有论文,还要评定职称,需要发表论文,请联系我们,客服人员会及时处理;

2. 教授、博士组成的论文指导团队,专业打造高品质论文;

3. 合作期刊,全国最全,与杂志社关系稳定,保证刊期。

360论文服务中心 > 论文写作 > 论文格式 > 参考文献 >

公路桥梁类硕士毕业论文参考文献

2015-05-16 16:07 字体:   打印 收藏 

参考文献
[1] 解丽,卢永坤,非明伦.汶川8.0级地震桥梁震害[J].地震研究,2008,31:530-534
[2] 范立础,李建中.汶川桥梁震害分析与抗震设计对策[J].公路,2009,(5):122-128
[3] M.J.N瑞斯特雷著 袁万城译,桥梁抗震设计与加固[M].北京:人民交通出版社,1997
[4] 杨彦飞,何文福等.异型铅阻尼器的试验研究[J].四川建筑科学研究,2010,36(2):173-176
[5] 超连城,蔡伟,郑玉峰.合金的形状记忆效应与超弹性[M].北京:国防工业出版社,2002:52-66
[6] R DesRoches. Shape memory alloy-based response modifi-cation of simply supported bridge[C]∥Advances in Struc-turalDynamics, 2000:267-274
[7] Adachi Y,Unjoy S.Experimental study on seismic responsecontrol of bridge by damper devices using shape memory alloys[C]. Proc. of the Second World Conference on StructuralContro, Japan,1998:1861-1870
[8] Attanasio M, FaraveliL, MationiA. Exploiting SMA bars in energy dissipation[C]∥Proceedings of the second In-ternationalWorkshop on Structure Contro, Hong Kong,1996:40-50
[9] Kelly J M,Skinner R I,Heine A J.Mechanics of Energy Absorption in Special Devices for Use in Earthquake Struetures[J].National Society for Earthquake Engineering.1972,5(3):63-88
[10] Skirmey R I, Kelly J M, Heine A J. Hysteresis Dampers for Earthquake Resistant Structure Earquake Engineering and Struetural Dynamics,1975,3:287-296
[11] Tyler R G.TaPered Steel Energy Dissipators for Earthquake Resistant Struetures. Bulletin of New Zealand National Soeiety for Earthquake Engineering, 1978, 11(4):282-294
[12] Donatella Chiarotto,Francesco Tomaselli,Paolo Baldo,Maria Gabriella Castellano And Samuele Infanti . Seismic Protection Of Tuy Medio Rail Way Viaducts: Design And ShakingTable Tests Of The Seismic Devices[A]. 13WCEE [C], Canada,2004,Paper.No.2205
[13] Stiemer S F,Godden W G,Kelly J M. Experimental Behavior of a Special Piping System with Steel Energy Absorbers Subjected to Simulated Differential Seismic Input:[Report No.UCB/EERC-81-09]. Berkeley:University of California at Berkeley,1981
[14] Mito M , Tamura R, Isogai, Shimizu K , Fuchi K. Study on seismic design method for building with steel damper (Part1).PROC. AIJAnnualMeeting, 1997, B: 815-816
[15] Whittaker A S, Bertero V V, ThomPson C I, Alsonson L J, Seismic testing of steel plate energy dissipation devices, Earthquake Spectra,1991,7(4):563-604
[16] Whittaker A Aiken, I Bergman D, Clark P, et al.Code Requirements for the Design and Implementation of Passive Energy Dissipation Systems//Proceedings of ATC-17-1 on Seismic Isolation, Passive Energy Dissipation and Active Control.1993:497-508
[17] Tsai K C, Hong C P.SteelTriangular Plate Energ Absorber for Earthquake Resistant Buildings// Proceedings of lst world Congress on Constructional Steel Design.Mexieo:1992
[18] Tsai K C,Chen HW,Hong C P,et al.Design of Steel Triangular plate Energy  Absorbers for Seismic-Resistant Construction.EarthquakeSpectra,1993,9(3):505-528
[19] Bergman D M and Goel S C. Evaluation of Cyclic Testing of Steel-Plate Devices for ADDED damping and Stiffness[P].The University of Michigan, Ann Arbor. MI. 1987,Report No.UMCE87-10
[20] Tirca L D, Foti D, DiaferioM. Response ofmiddle2rise steel frames with and without passive dampers to near2field ground motions[J], Engineering Structures, 2003, 25(2): 169-179
[21] 高健章,叶瑞孝.含金属消能片斜撑之研究[J].中国土木水利学刊,1995,7(1)
[22] 欧进萍,吴斌.摩擦与软钢屈服型耗能器的性能与减震效果的试验比较[J].地震工程与工程振动, 1995, 15(3):73-87
[23] 欧进萍,吴斌.组合钢板耗能器——种新型耗能减震装置[J].地震工程与工程振动,1997(3):32-39
[24] 邢书涛,郭迅.一种新型软钢阻尼器力学性能和减震效果的研究[J].地震工程与工程振动, 2003, 23(6):187-192
[25] 中华人民共和国国家标准,建筑抗震设计规范(GB 50011-2010)[M].北京:中国建筑工业出版社, 2010
[26] 周云,刘季.圆环耗能器的试验研究[J].世界地震工程,1996,12(4):1-7
[27] 周云,刘季.双环软钢耗能器的试验研究[J].地震工程与工程振动,1999(6):117-123
[28] 周云,刘季.加劲圆环耗能器性能的试验研究[J].地震工程与工程振动,1999(9):115-120
[29] 李玉顺,大井谦一,沈世钊.钢框架结构软钢阻尼器振动控制的试验及理论研究[J].建筑结构学报,2004,2:l-7
[30] 杨军,薛素铎.新型U形软钢板阻尼器在网架结构中的减震控制研究[J].建筑与结构设计,2008:22-25
[31] 吴成亮,仝强.两种弧形钢阻尼器设计与性能研究[J].地震工程与工程振动,2009,29(5):158-163
[32] PRIESTLEY M J N,SEIBLE F,CALVI G M.Seismic Design and Retrofit of Bridges [M].San Francisco : John Wiley and Sons Inc ,1996
[33] 朱文正.公路桥梁减、抗震防落梁系统研究[D].西安:长安大学,2004
[34] 朱文正,刘健新.公路桥梁防落梁系统研究现状述评[J].广州大学学报(自然科版),2005,4(4):347-356
[35] 日本道路协会.道路桥示方书·同解说·耐震设计篇[S].2002
[36] American Association of State Highway and Transportation Officials (AASHTO),Standard specifications for highway bridges, Division. [S]. Sixteenth edition,1996
[37] Matthew J Randall, M, Saiidi, E Makos Marragakis, et al. Restrainer design procedures for multi-span simply-supported bridges [A]. MCEER-99-0011[C]
[38] Yang Y S, Priestley M J N, and Riclea J. Longitudinal seismic response of bridge frames connected by restrainers [A]. Rep. No. UCSD/SSRP-94/09, Struct. Sys. Res. Proj[C]. University of California. San Diego, La Jolla, Calif
[39] Saiidi M, Maragakis E, Feng S. Parameters in bridge restrainer design for seismic retrofit [J].J StructEngrg,1996,122(1):51-61
[40] Abdel Ghaffar S, Feng S, O’Connor D. Response of bridge hinge restrainers during earth-quakes-field performance analysis and design [A]. Rep No CCEER93/06, Ctr For Civ Engrg. Earthquake Research [C]. University of Nevada, Reno, Nev
[41] DesRoches R, Fenves G L. New design and analysis procedures for intermediate hinges in multiple-frame bridge [A]. Rep No UBC/EERC-97/12, Earthquake Engrg. Res. Ctr. [C]. University of California, Berkeley, Calif
[42] Trochalakis P, Eberhard M O, Stanton J F. Design of seismic restrainers for in-span hinges [J]. J Strcut Engrg.1997,123(4):469-478
[43] DesRoches Reginald, Fenves, Gregory L. Simplified restrainer design procedure for multiple-frame bridge [J]. Earthquake spectra,1995,17(4):551-567
[44] 中华人民共和国国家行业推荐性标准,公路桥梁抗震设计细则(JTG/T B02-01-2008)[M].北京:人民交通出版社, 2008
[45] 朱文正, 刘健新. 公路桥梁连梁装置研究[J]. 公路交通科技,2009,26(4):68-71
[46] 戴洪福,翟桐. 桥梁限位器抗震设计方法研究[J]. 地震工程与工程振动,2002,22(2):73-79
[47] 谢旭, 吴善幸. 考虑支座破坏影响的防止落梁装置地震响应[J].浙江大学学报(工学版),2006,40(12):2180-2185
[48] 黄小国,李建中,张哲. 连续梁桥纵桥向防落梁装置结构模式对比研究[J].同济大学学报(自然科学版),2009,37(9):1146-1152
[49] 张勇,刘昌清,顾庆.地震作用下西部地区连续梁桥的落梁研究[J].山西建筑,2010,36(16):281-262
[50] 张煜敏,刘健新,赵国辉.公路桥梁拉索式连梁装置设计参数化研究[D].振动与冲击,2011,30(3):195-204
[51] 张煜敏,赵国辉,刘健新.地震序列下桥梁连梁装置的防落梁效果分析[J].灾害学,2010, 25(3):53-56
[52] 朱万旭,欧进萍,黄颖,严军,杨帆.一种新型的钢绞线拉索式落梁防止装置[J].预应力技术, 2008,(5):3-7
[53] 王军文,李建中,范立础.桥梁中抗震限位装置设计方法的研究[J].土木工程学报,2006, 39(11):90-95
[54] 王军文,李建中,范立础.限位装置对连续梁桥地震反应的影响[J].铁道学报, 2008,30(3):71-77
[55] Arcangeli M,Ciampi V,Paolacci F. Shaking Table Tests of A Two Story Frame equipment with Dissipative Bracings, 11 WCEE, 1996,149-156
[56] Skinner R, Kelly J, Heine A. Hysteretic Dampers for Earthquake-Resistant Structures[J], Earthquake Engineering and Structural Dynamics,1975, 3: 287-296
[57] Skinner R, Kelly J, Heine A. Hysteretic Dampers for the Protection of Structures from Earthquakes, Bul.l New Zealand Nat. Soc. For Earthq Eng, 1980, 13: 22-36
[58] 高峰利. 新型金属阻尼器的减振机理及其在桥梁抗震中的应用[D].湖南大学,2008
[59] 刘展. ABAQUS6.6基础教程与实例详解[M].2008(2)
[60] Japan Road Association. Design specification of highway bridges, Part V: Seismic design [S]. Tokyo: Maruzen Publishing Company ,1996.
[61] 高梨晃一. 铁骨立体架构在弹塑性大变形地震下的简易构件模型[R].东京:东京大学 1994.
[62] Bouc R. Forced vibration of mechanical system with hysteresis[A]. Proceedings of the 4th Conference on Nonlinear Oscillations[C]. Prague, 1967
[63] Wen Y. K. Method for random vibration of hysteretic systems[J]. ASCE, Journal of the Engineering Mechanics Division. 1976, 102(2):249-263


 

联系我们

全国免费热线:400-086-0807
咨询QQ:634602927
投稿邮箱:634602927@qq.com