• ISSN: 1674-7461
  • CN: 11-5823/TU
  • Hosted by: China Society and Technology Association
  • Organizer: China Graphics Society
  • Guidance: China Academy of Building Research

Citation: Zhou Boyu, Wu Yonghong, Zou Daqing, Xiong Liting. Study on Displacement Response of Bridge Circular End Hollow Pier under Multiple Earthquakes. Journal of Information Technologyin Civil Engineering and Architecture, 2019, 11(4): 96-103. doi: 10.16670/j.cnki.cn11-5823/tu.2019.04.15

2019, 11(4): 96-103. doi: 10.16670/j.cnki.cn11-5823/tu.2019.04.15

Study on Displacement Response of Bridge Circular End Hollow Pier under Multiple Earthquakes

1. 

Faculty of Construction Engineering, Kunming University of Science and Technology, Kunming 650093, China

2. 

Yunnan Bohang Transportation Technology Co., Ltd., Kunming 650000, China

Web Publishing Date: 2019-08-01

[1]

李建中, 管仲国.桥梁抗震设计理论发展:从结构抗震减震到震后可恢复设计[J].中国公路学报, 2017, 30(12): 1-10.doi: 10.3969/j.issn.1001-7372.2017.12.001

[2]

李建中, 管仲国.基于性能桥梁抗震设计理论发展[J].工程力学, 2011, 28(Ⅱ增): 24-30. 

[3]

王克海, 李茜.桥梁抗震的研究进展[J].工程力学, 2007, 24(Ⅱ增): 75-82. 

[4]

吴开统, 焦远碧, 吕培苓, 等.地震序列概论[M].北京:北京大学出版社, 1990:166-183.

[5]

周慧兰, 房桂荣, 章爱娣, 等.地震震型判断方法探讨[J].西北地震学报, 1980, 2(2): 45-59. 

[6]

李凯强.多次地震作用下高速铁路桥墩残余变形累积效应及影响因素研究[D].成都: 西南交通大学, 2017.

[7]

陈彦江, 郝朝伟, 何浩祥, 等.考虑主余震序列的高墩刚构桥地震易损性分析[J].工程抗震与加固改造, 2015, 37(4): 132-146. 

[8]

吴开统, 李文喜.强余震的灾害评估[J].中国地震, 1995, 11(4): 368-373. 

[9]

Mahin S A.Effects of Duration and Aftershocks on Inelastic Design Earthquakes[C].In: Proceedings of The Seventh World Conference on Earthquake Engineering, 1980, 5: 677-679.

[10]

Amadio C, Fragiacomo M, Rajgelj S.The Effects of Repeated Earthquake Ground Motions on The Non-linear Response of SDOF Systems[J].Earthquake Engineering and Structural Dynamics, 2003(32): 291-308. 

[11]

Sunasaka Y, Kiremidjian A S.A Method for Structural Safety Evaluation Under Mainshock-Aftershock Earthquake Sequences[R].Stanford, California: John A.Blume Earthquake Engineering Center, 1993.

[12]

张沛洲, 康谨之, 欧进萍.主余震序列作用下钢混框架结构损伤与抗震性能分析[J].地震工程与工程振动, 2014, 34(3): 1-8. 

[13]

于晓辉, 吕大刚, 肖寒.主余震序列型地震动的增量损伤谱研究[J].工程力学, 2017, 34(3):47-53. 

[14]

李洪泉, 贲庆国, 于之绰, 等.钢框架结构在地震作用下累积损伤分析及试验研究[J].建筑结构学报, 2004, 25(3): 69-74.doi: 10.3321/j.issn:1000-6869.2004.03.011

[15]

张煜敏, 刘健新, 赵国辉.地震序列作用下桥梁结构的响应及抗震措施[J].地震工程与工程振动, 2010, 30(2): 137-141. 

[16]

铁路工程抗震设计规范.GB 50111-2006[S].北京, 2006.

[17]

解琳琳, 韩博, 许镇, 等.基于OpenSees的大型结构分析GPU高性能计算方法[J].土木建筑工程信息技术, 2014, 6(5): 22-25. 

[18]

Vamvatsikos D, Cornell C A.Incremental Dynamic Analysis[J].Earthquake Engineering and Structural Dynamics, 2002, 31(3): 491-514.doi: 10.1002/eqe.141

[19]

Bertero V V.Strength and Deformation Capacities of Buildings Under Extreme Environments[J].Structural Engineering and Structural Mechanics, 1977, 53(1): 29-79.

[20]

FEMA.Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings[R].Washington DC: SAC Joint Venture, Federal Emergency Management Agency, 2000.

[21]

FEMA.Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings[R].Washington DC: SAC Joint Venture, Federal Emergency Management Agency, 2000.

Metrics
  • PDF Downloads(15)
  • Abstract views(1582)
  • HTML views(912)
Catalog

Figures And Tables

Study on Displacement Response of Bridge Circular End Hollow Pier under Multiple Earthquakes

Zhou Boyu, Wu Yonghong, Zou Daqing, Xiong Liting

  • Copyright © Journal of Information Technologyin Civil Engineering and Architecture Editorial Office
  • 京ICP备17057008号
  • Address:No.30 Bei San Huan Dong Lu,Beijing 100013,China
  • Tel:010-64517910 Postcode:100013
  • Wechat:tmxxjs  QQ:342182902  E-mail:tmxxjs@163.com