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多塔连跨悬索桥抗震与减震设计 2013 人民交通出版社 16 参编

• 论文：

1. 顾明; 刘慈军; 彭天波; 宋锦忠; 海口世纪大桥斜拉索风(雨)振动的初步分析．结构工程师，1999.1 p18-22.

2. 彭天波,顾明.斜拉桥拉索风雨激振的机理研究.同济大学学报（自然科学版），2001.1（Vol.29 No.1）p35-39.（EI检索收录）

3. 彭天波，胡世德，李建中．拟动力试验中“刚性结构”的定义．结构工程师，2002.4 p66-70.

4. 彭天波，胡世德，李建中．两种位移控制模式下的下冲误差传播．同济大学学报（自然科学版），2002.12（Vol.30 No.12）p1435-1439.

5. Tian-bo Peng, Jian-zhong Li, Shide-Hu and Li-chu Fan. A Pseudodynamic Test of an Urban Viaduct with a Double-Deck, Proceedings of the First PRC-US Workshop on Seismic Analysis and Design of Special Bridges, p193-202.2003

6. Tian-bo Peng, Jian-zhong Li, Shide-Hu and Li-chu Fan. Seismic performance of a Double-deck viaduct，Proceedings of the Second PRC-US Workshop on Seismic Analysis and Design of Special Bridges, p51-58.2004

7. 彭天波，李建中，胡世德，范立础，双层高架桥的抗震性能研究．同济大学学报（自然科学版），2004.10（Vol.32 No.10）p1355-1359.（EI检索收录）

8. Tian-bo Peng, Jian-zhong Li and Li-chu Fan，Development of Double Spherical Seismic Isolation Bearing，Proceedings of the Third PRC-US Workshop on Seismic Analysis and Design of Special Bridges, .2004

9. 彭天波，李建中，胡世德，范立础，上海市共和新路双层高架桥的抗震试验研究．结构工程师，2005. Vol.21, No.3, p39-43.

10. 叶爱君，张培君，彭天波，范立础，复杂桥梁的多模型抗震分析方法．同济大学学报（自然科学版），2005.12 （Vol.33 No.12）p1565-1570.（EI检索收录）

11. 彭天波，李建中，范立础，双曲面球型减隔震支座的开发及应用．同济大学学报（自然科学版），2007.2 （Vol.35 No.2）p176-180.（EI检索收录）

12. 彭天波，李建中，范立础，双曲面球型减隔震支座的竖向位移分析．同济大学学报（自然科学版），2007.9 （Vol.35 No.9）P.1181-1185.（EI检索收录）

13. 邓育林，彭天波，李建中，地震作用下桥梁结构横向碰撞模型及参数分析．振动与冲击，2007.9（Vol.26 No.9）P. 104-107,119.（EI检索收录）

14. Jiao chi-yu, Li jian-zhong, Peng tian-bo. Comparison Study on Longitudinal Seismic Reduction Methods of Xiang-Shan Cable-Stayed Bridge. 8th PCEE - Pacific Conference On Earthquake Engineering. December 5-7, 2007 Singapore （地震工程国际会议）

15. Tian-bo Peng, Jian-zhong Li, Li-chu Fan，pilot study on the horizontal shear behaviour of FRP rubber Isolators，Asia-Pacific Conference on FRP in Structures (APFIS 2007)，2007.12，p443-449.

16. 张华，彭天波，李建中，双曲面球型减隔震支座参数对减隔震效果的影响，建筑设计、施工及维修加固新技术研讨会论文集，中国公路学会桥梁和结构工程分会，2008.09，p156-161.

17. 高永，刘慈军，彭天波，袁万城，阻尼器和弹性索组合使用对大跨斜拉桥地震反应的影响，结构工程师，2008. Vol.24, No.5, p71-76.

18. 邓育林，彭天波，李建中，大跨度三塔悬索桥动力特性及抗震性能研究．振动与冲击，2008.9（Vol.27 No.9）P. 105-110,186.（EI检索收录）

19. 彭凯，李建中，彭天波，主塔基础形式对超大跨斜拉桥抗震性能的影响．重庆交通大学学报(自然科学版)，2008.5 P. -.

20. Li Jianzhong, Peng Tianbo and Xu Yan, (2008) “Damage investigation of girder bridges under Wenchuan earthquake and corresponding seismic design recommendations,” Earthquake Engineering and Engineering Vibration, 7 (4): 337-344.（SCI、EI检索收录）

21. PENG Tianbo, LI Jianzhong, XU Yan and FAN Lichu, (2008) “Study on seismic performance of double spherical seismic isolation bearing,” Earthquake Engineering and Engineering Vibration, 7 (4): 439-446.（SCI、EI检索收录）出版年: DEC 2008入藏号: WOS:000262725600011

22. 彭天波，李建中，范立础，能力设计原理在双层高架桥梁抗震设计中的应用．世界桥梁，2009.1 P. 12-15.

23. 彭天波，张华，李建中，李文晓，FRP橡胶隔振器水平剪切特性的初步研究．振动与冲击，2009.5（Vol.28 No.5）P. 127-130,209.（EI检索收录）

24. 方  圆，李建中，彭天波，邓育林，行波效应对大跨度多塔斜拉桥地震反应影响．振动与冲击，No.10（EI检索收录）

25. Zhang Hua, Peng Tianbo, Li Jianzhong, Li Wenxiao, SHEARING STIFFNESS OF FIBER REINFORCED RECTANGULAR ELASTOMERIC ISOLATORS, Proceeding of the International Symposium on Life-Cycle Performance of Bridges and Structures, June 27—29, 2010, Changsha, China

26. Zhang Hua, Peng Tianbo, Li Jianzhong, Li Wenxiao, Experimental Study of FRP Rubber Bearing, Advanced Materials Research Vols. 168-170 (2011) pp 1621-1624（EI检索收录）

27. 张华，彭天波，李建中，李文晓，FRP橡胶支座压缩性能分析. 地震工程与工程振动，2011.6（vol31 No3）P. 154-160

28. Tian Bo Peng, Zhennan Wang, Xuntao Yu and Chengyu Yang, Application of Expansion Double Spherical Seismic Isolation Bearing in Seismic Design of Continuous Girder Bridges, Advanced Materials Research Vols. 243-249, (2011) pp 1928-1934

29. Tian Bo Peng, Xun Tao Yu, Zhen Nan Wang, Development of a Kind of Multi-Defense Seismic Spherical Bearing, Advanced Materials Research (Volumes 255 - 260) (2011) Pages 972-976.

30. Tian Bo Peng, Zhen Nan Wang, Xun Tao Yu, Influences of Dimension Parameters on the Compression Performance of FRP Rubber Bearings, Advanced Materials Research (Volumes 255 - 260) (2011) Pages 977-981

31. 邓育林; 彭天波; 李建中; 强震作用下大跨斜拉桥伸缩缝处碰撞效应的影响研究，振动与冲击, 2011年 06期  p26-30，35

32. 邓育林; 彭天波; 李建中; 大跨多塔悬索桥纵向地震碰撞反应参数研究，振动与冲击, 2011年 04期  p205-210

33. 张华，彭天波，新型FRP 橡胶支座受压性能研究，结构工程师，2011 年8 月，Vol． 27，No． 4，P91-97

34. 彭天波，于训涛，王立志，张培基. 多道防线抗震球型钢支座的开发和试验研究[J].同济大学学报（自然科学版），40(7)，2012.7，992-995 Accession number:  20123715431367

35. PENG Tianbo (彭天波) †, YU Xuntao (于训涛) ‡, WANG Zhennan (王振南) ‡, HAN Lei (韩磊) ‡，Study of the seismic performance of expansion double spherical seismic isolation bearings for continuous girder bridges，Earthquake Engineering and Engineering Vibration, 11(2)，2012.3，163-172出版年: MAR 2012入藏号: WOS:000305954500002 ISSN: 1671-3664

36. 闫聚考*，彭天波，Scaled down model design of shaking table test of Taizhou Bridge，中国工程科学 2012/03，33-37

37. 赵艺*，彭天波，Comparison of seismic capacity demand ratios of two kinds of foundation schemes of Taizhou Bridge，中国工程科学 2012/03，26-32

38. 韩磊*，彭天波，基础模拟方式对泰州大桥地震响应的影响，中国工程科学 2012/05，51-56

39. 韩磊、 彭天波、 王振南*、于训涛，双自由度系统混合试验平台的建立及其数值验证，第三届“土木工程结构试验与检测技术暨结构实验教学”研讨会，2012/8

40. Wang, Zhen-Nan; Peng, Tian-Bo; Han, Lei，The comparisons of three research methods about horizontal shear stiffness of FRP rubber isolators，Advances in Civil Engineering and Building Materials - Selected Peer Reviewed Papers from 2012 2nd International Conference on Civil Engineering and Building Materials, CEBM 2012, p 631-634

41. Han, Lei; Peng, Tian-Bo; Wang, Zhen-Nan，Horizontal shear behavior and vibration isolation efficiency of FRP rubber isolators，Advances in Civil Engineering and Building Materials - Selected Peer Reviewed Papers from 2012 2nd International Conference on Civil Engineering and Building Materials, CEBM 2012, p 625-629

42. Peng, Tian Bo; Shi, Xian Fei; Han, Lei，Theoretical study of the spherical bearing rotational torque，Applied Mechanics and Materials, v 361-363, p 1344-1347, 2013

43. Peng, Tian Bo; Sun, Bing; Han, Lei，The design of a vibration reduction test platform of the rigid hinge expansion joint of jiashao bridge，Applied Mechanics and Materials, v 361-363, p 1366-1369, 2013

44. Peng, Tian Bo; Han, Lei; Shi, Xian Fei，A simplified linear approach for elastic collision analysis between the fixed middle pier and the 2-span continuous girder，Applied Mechanics and Materials, v 361-363, p 1335-1338, 2013

45. Peng, Tian Bo; Xie, Xin; Han, Lei, Comparison on seismic responses of different caisson-soil interaction models of a single tower structure，Applied Mechanics and Materials, v 353-354, p 2123-2126, 2013

46. Zhao, Yi; Peng, Tian Bo，Vertical motive performance test of the rigid hinge expansion joint of Jiashao bridge，Advanced Materials Research, v 743, p 110-113, 2013

47. 张华; 李建中; 彭天波，连续梁桥缆索限位器设计方法，东南大学学报. 自然科学版，卷:43，期:1，页:209-215（2013）.

48. Zhang Hua, Li Jianzhong Peng Tianbo（通讯作者）, Development and mechanical performance of a new kind of bridge seismic isolator for low seismic regions, Shock and Vibration，V20No4（2013）出版年: 2013入藏号: WOS:000320935500010. ISSN: 1070-9622

49. 闫聚考; 彭天波; 李建中，泰州长江公路大桥振动台试验 --试验设计及抗震结构体系试验结果分析，东南大学学报自然科学版，卷:44，期:2，页:357-362 Accession number:  14971510.

50. 彭天波、史先飞，球型支座转动力矩简化公式的理论研究，《桥梁建设》2014年，第3期 92-97页Accession number:  20143318074500.

51. 彭天波，谢馨，曾忠，于训涛，采用Chang方法的混合试验的稳定性和精度，[J].同济大学学报（自然科学版），42(12)，2014.12，1790-1796 Accession number:  20150400441099.

52. Li, J., Yan, J., Peng, T. （通讯作者）, and Han, L. (2015). ”Shake Table Studies of Seismic Structural Systems of a Taizhou Changjiang Highway Bridge Model.” Journal of Bridge Engineering, 20(3), 04014065. 出版年: MAR 2015入藏号: WOS:000349854500002. ISSN: 1084-0702 

53. T. Peng, Z. Zeng, W. Tang, B. Sun（2015）.Preliminary test study on hysteretic laws of high damping rubber bearings, Materials Research Innovations, Volume 19, Issue S5 (May, 2015), pp. S5-555-S5-560 出版年: MAY 2015入藏号: WOS:000355379900110. ISSN: 1432-8917

54. T. Peng, W. Tang, Z. Zeng, Y. Zhao（2015）, Compression modulus and vertical vibration isolation efficiency of FRP rubber isolators, Materials Research Innovations, Volume 19, Issue S5 (May, 2015), pp. S5-754-S5-759出版年: MAY 2015入藏号: WOS:000355379900146. ISSN: 1432-8917

55. Tianbo Peng, Zhong Zeng, Xuntao Yu, Comparisons of three numerical integration algorithms in shake table-actuator hybrid testing under proportional errors, Engineering Structures, Volume 96, 1 August 2015, Pages 22–29入藏号:WOS:000356119300003. ISSN: 0141-0296

56. 彭天波，唐伟亚，韩磊，局部集中质量接触单元法在梁式桥梁体与桥台碰撞问题模拟中的应用，[J]. 工程力学，Vol.32 No.9，2015.9，49-57. Accession number:  20154401475239.

57. T. Peng, W. Tang, Preliminary research on the longitudinal girder-pier collision issue of simply-supported girder bridges，6th International Conference on Advances in Experimental Structural Engineering，August 1-2, 2015, University of Illinois, Urbana-Champaign, United States.

58. Tianbo Peng and Ning Guo, Applicability of a Simplified SDOF Method in Longitudinal Deck-Pier Poundings of Simply Supported Girder Bridges, Shock and Vibration, vol. 2016, Article ID 3569674, 13 pages, 2016. doi:10.1155/2016/3569674. 入藏号: WOS:000374408900001. ISSN: 1070-9622

59. Tianbo Peng, Ning Guo, Experimental and numerical studies of shear pin fractures based on linear and bilinear models, MECHANIKA. 2016 Volume 22(4): 245-250. http://dx.doi.org/10.5755/j01.mech.22.4.16159. 入藏号: WOS:000383114200001 ISSN: 1392-1207

60. Peng, Tianbo; Guo, Ning, An equivalent linear model for shear pin fractures and its experimental verification, JOURNAL OF VIBROENGINEERING, vol 18, issue 8, DEC 2016, 5281-5290 入藏号: WOS:000391129000027 ISSN: 1392-8716

61. Tianbo Peng, Yicheng Wu, Partial lumped mass method in longitudinal deck-pier poundings of girder bridges and its test verification, JOURNAL OF VIBROENGINEERING, vol 19, issue 6, SEP 2017, 4058-4069 入藏号: WOS:000412241200008 ISSN: 1392-8716

62. Tianbo Peng, Yicheng Wu, RTS test study and numerical simulation of mechanical properties of HDR bearings, Earthquakes and Structures, Vol. 13, No. 3 (2017) 299-307 DOI: http://dx.doi.org/10.12989/eas.2017.13.3.299 入藏号: WOS:000418512100008 ISSN: 2092-7614

63. T. B. Peng, Y. H. Ni, Y. C. Wu, Real-Time Substructure Tests and Numerical Simulation of Mechanical Characteristics of Natural Rubber-Laminated Bearings, Strength of Materials, Vol. 50, No. 1, January, 2018, pp. 27 – 36, DOI 10.1007/s11223-018-9938-0, 入藏号: WOS:000430195200004 ISSN: 0039-2316

64. 彭天波, 李翊鸣, 吴意诚，叠层天然橡胶支座抗震性能的实时混合试验研究，工程力学    2018, 35 (S1): 300-306. DOI: 10.6052/j.issn.1000-4750.2017.05.S058

65. A new design strategy for seismic safety in super earthquakes of continuous girder bridges，作者:Peng, TB (Peng, Tianbo)[ 1 ] ; Guo, ZH (Guo, Zhihao)，MEASUREMENT，卷: 163，文献号: 108000，DOI: 10.1016/j.measurement.2020.108000，出版年: OCT 15 2020，入藏号: WOS:000575772000012，ISSN: 0263-2241，eISSN: 1873-412X

66. A new seismic design method of simply supported girder bridges for very rare ground motions in the transverse direction，作者:Peng, TB (Peng, Tianbo)[ 1,2 ] ; Zou, HY (Zou, Haoyu)[ 1,2 ] ; Wang, LZ (Wang, Lizhi)[ 3 ]，INTERNATIONAL JOURNAL OF ELECTRICAL ENGINEERING EDUCATION，文献号: 0020720920940593，DOI: 10.1177/0020720920940593，Early access icon在线发表日期: JUL 2020，入藏号: WOS:000550211800001，ISSN: 0020-7209，eISSN: 2050-4578

67. The hysteresis model of the friction pendulum bearing based on the moment balance theory，作者: 彭天波、闫博洋、李锋，Ain Shams Engineering Journal，Accession number: 20220511560322，Volume: 13，Issue: 4，Issue date: June 2022，Publication Year: 2022，Article number: 101707，Language: English，ISSN: 20904479，DOI: 10.1016/j.asej.2022.101707，EI:20220511560322，WOS:000831288700005

68. Study on the Stabilities of RTH Tests Using the CDM Method considering Two Kinds of Systematic Errors，作者：彭天波、Guan Jianyu、Liang Li，来源：SECURITY AND COMMUNICATION NETWORKS | 2022年 | 2022卷，GARJ2021_3!SJHDADD813FDADB297BB28DCBAEB5B330741，SCOPUS:2-s2.0-85131447212，EI:20222412210592，WOS:000807704600006