Rapid MPA method for multiple multi-span continuous bridges

CAO Sa-sa1,2,ZHONG Jian1,YUAN Wan-cheng1

Journal of Vibration and Shock ›› 2015, Vol. 34 ›› Issue (16) : 195-199.

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PDF(1705 KB)
Journal of Vibration and Shock ›› 2015, Vol. 34 ›› Issue (16) : 195-199.

Rapid MPA method for multiple multi-span continuous bridges

  •  CAO Sa-sa1,2,ZHONG Jian1,YUAN Wan-cheng1
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Abstract

Rapid MPA method is proposed for multiple multi-span continuous bridges. In rapid MPA, target displacements of control points are computed by equal displacement rule. Rapid MPA method greatly simplify the procedure of MPA. For a multiple multi-span continuous bridge, it is shown that control points’ displacements computed by equal displacement rule can be used as target displacements. Rapid MPA of the bridge is conducted for seismic performance evaluation. Compared with time-history analysis, it turns out that rapid MPA is capable of providing reasonable seismic responses of multiple multi-span continuous bridges.

Key words

equal displacement rule / multiple multi-span continuous bridges / rapid modal pushover analysis / target displacement

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CAO Sa-sa1,2,ZHONG Jian1,YUAN Wan-cheng1. Rapid MPA method for multiple multi-span continuous bridges[J]. Journal of Vibration and Shock, 2015, 34(16): 195-199

References

[1]Chopra A K,Goel R K. A modal pushover analysis procedure for estimating seismic demands for buildings[J]. Earthquake Engineering & Structural Dynamics, 2002, 31(3): 561-582.
[2] Kappos A J,Paraskeva T S,extos A G. Seismic assessment of a major bridge using modal pushover analysis and dynamic time-history analysis[J]. Keynote lecture, ICCES, 2004, 4: 673-680.
[3] Paraskeva T S,Kappos A J,extos A G. Extension of modal pushover analysis to seismic assessment of bridges[J]. Earthquake Engineering & Structural Dynamics, 2006, 35(10): 1269-1293.
[4] Paraskeva T S,Kappos A J. Further development of a multimodal pushover analysis procedure for seismic assessment of bridges[J]. Earthquake Engineering & Structural Dynamics, 2010, 39(2): 211-222.
[5]魏标,李建中. 非规则梁桥的模态推倒分析[J]. 振动与冲击, 2011, 30(2): 110-114.
WEI Biao, LI.Jian-zhong.Modal pushover analysis of an irregular continuous bridge[J]. Journal of Vibration and Shock,2011, 30 (2): 110-114.
[6]魏标,李建中. 基于位移的非规则梁桥抗震设计[J]. 土木工程学报, 2011, 44(8): 95-101.
   WEI Biao, LI Jian-zhong. Displacement- based seismic design of irregular continuous bridges[J]. China Civil Engineering Journal. 2011, 44 (8): 95-101.
[7]陈星烨,唐雪松,赵冰. 修改的 MPA 法用于连续刚构桥的抗震性能分析[J]. 振动与冲击, 2010, 29(12): 93-96.
   CHEN Xing-hua,TANG Xue-song, ZHAO Bing. Modified MPA for seismic performance evaluation of continuous rigid frame bridges[J]. Journal of Vibration and Shock,2010, 29(12): 93-96.
[8]Caltrans S D C. Caltrans seismic design criteria version 1.3[S]. California Department of Transportation, Sacramento, California, 2004,
[9]郭磊. 桥梁结构基于位移的抗震设计方法研究[D]. 上海: 同济大学, 2006.
[10]魏标,李建中. 连续梁桥横桥向等位移准则[J]. 振动与冲击, 2009, 28(11): 100-104.
    WEI Biao, LI Jian-zhong. Equal displacement rule in transverse direction of multi-span continuous bridge[J]. Journal of Vibration and Shock,2009, 28 (11):100-104.
[11] Priestley M J N. Seismic design and retrofit of bridges[M].John Wiley & Sons, 1996.
[12] CJJ 166-2011,城市桥梁抗震设计规范[S].
[13]Pinho R, Monteiro R, Casarotti C, et al. Assessment of continuous span bridges through nonlinear static procedures [J]. Earthquake Spectra, 2009, 25(1): 143-159.
[14] Shakeri K, Tarbali K,Mohebbi M. Modified adaptive modal combination procedure for nonlinear static analysis of bridges[J]. Journal of Earthquake Engineering, 2013, 17(6): 918-935.
 
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