考虑桩-土相互作用的高墩桥梁抗震性能
CSTR:
作者:
作者单位:

1.东北大学(日本) 灾害科学国际研究所,仙台 980-8576;2.上海大学 力学与工程科学学院,上海 200444

作者简介:

陈 旭(1989—),男,工学博士,博士后,主要研究方向为桥梁抗震。 E-mail: xuchen_shu@163.com

通讯作者:

李春祥(1964—),男,教授,博士生导师,工学博士,主要研究方向为结构工程。 E-mail: Li-chunxiang@vip.sina.com

中图分类号:

TU997

基金项目:

国家自然基金(51908348)


Seismic Performance of Tall Pier Bridges Considering Soil-Structure-Interactions
Author:
Affiliation:

1.International Research Institute of Disaster Science, Tohoku University, Sendai, 980-8576, Japan;2.School of Mechanism and Engineering Science, Shanghai University, Shanghai 200444, China

  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [21]
  • |
  • 相似文献 [20]
  • | | |
  • 文章评论
    摘要:

    采用非线性p-y弹簧模型模拟土体与桩基的相互作用,并通过有限元建模研究了土层对基岩地震动的滤波效应及土体非线性对高墩桥梁地震响应的影响。分析结果表明,若采用合适的地震动输入,在地震动强度较小时,线弹性6弹簧模型能够对高墩的剪力及弯矩响应进行较为精确的估计;但在强震作用下,则会显著高估墩身剪力需求。并且不论采用何种地震输入,6弹簧模型都会极大地低估承台位移响应,对桩基础损伤状态得到偏于不安全的估计。

    Abstract:

    This paper investigated the effects of soil layers on the ground motions and seismic performance of tall pier bridges, using finite element models incorporating nonlinear p-y springs. The results show that when proper motions are selected as inputs, the seismic shear force and bending moment of tall piers could be evaluated by linear-elastic six-spring models with acceptable accuracy under earthquake records with a comparatively low intensity. However, when large input intensities are considered, this type of models will overestimate the shear force demands. Furthermore, the displacement demands of pile cap, which serves as an indicator of concrete piles, are always significantly underestimated by the six-spring models, leading to unconservative design for pile foundations.

    参考文献
    [1] CHEN X, LI J, GUAN Z. Effects of higher modes on tall piers[C]// International Association for Bridge and Structural Engineering. Guangzhou: International Association for Bridge and Structural Engineering, 2016:136-143.
    [2] CHEN X, LI C. Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation[J]. Engineering Structures, 2020,212:15. DOI: 10.1016/j.engstruct.2020.110529.
    [3] CHEN X, LI C. Seismic assessment of earthquake-resilient tall pier bridges using rocking foundation retrofitted with various energy dissipation devices[J]. Structural Control & Health Monitoring,2020, 27(11): DOI: 10.1002/stc.2625.
    [4] CHEN X, GUAN Z, SPENCER Jr BF, et al. A simplified procedure for estimating nonlinear seismic demand of tall piers[J]. Engineering Structures, 2018,174:778. DOI: 10.1016/j.engstruct.2018.07.102.
    [5] CHEN X, GUAN Z. Extension of a simplified procedure for estimating nonlinear seismic responses of tall pier bridge systems[J]. European Journal of Environmental and Civil Engineering,2020:1. DOI: 10.1080/19648189.2020.1797885.
    [6] CHEN X, GUAN Z, Li J, et al. Shake table tests of tall-pier bridges to evaluate seismic performance[J]. Journal of Bridge Engineering, 2018,23:04018058. DOI: 10.1061/(ASCE)BE.1943-5592.0001264.
    [7] CHEN X, XIANG N, LI C. Influence of higher-order modes of slender tall pier bridge columns on the seismic performance of pile foundations[J]. Soil Dynamics and Earthquake Engineering, 2021,142: 106543. DOI: 10.1016/j.soildyn.2020.106543.
    [8] SCOTT BD, PARK R, PRIESTLEY MJ. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates[J]. ACI Structural Journal,1982, 79(1):13. DOI: 10.14359/10875.
    [9] GUIRGUIS J, MEHANNY S. Evaluating code criteria for regular seismic behavior of continuous concrete box girder bridges with unequal height piers[J]. Journal of Bridge Engineering,2012,18:486. DOI: 10.1061/(ASCE)BE.1943-5592.0000383.
    [10] WANG X, SHAFIEEZADEH A, YE A. Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground[J]. Bulletin of Earthquake Engineering,2018,16:229. DOI: 10.1007/s10518-017-0199-2.
    [11] WANG X, YE A, HE Z, et al. Quasi-static cyclic testing of elevated RC pile-cap foundation for bridge structures[J]. Journal of Bridge Engineering,2015,21:04015042. DOI: 10.1061/(ASCE)BE.1943-5592.0000797.
    [12] YAN L, BYRNE P M. Lateral pile response to monotonie pile head loading[J]. Canadian Geotechnical Journal,1992,29:955. DOI: 10.1139/t92-106.
    [13] American Petroleum Institute. Recommended practice for planning, designing, and constructing fixed offshore platforms–Working stress design[S]. Washington D C: American Petroleum Institute, 2005.
    [14] BAKER J W. Conditional mean spectrum: Tool for ground-motion selection[J]. Journal of Structural Engineering, 2010,137:322. DOI: 10.1061/(ASCE)ST.1943-541X.0000215.
    [15] BAKER J W, CORNELL C A. Spectral shape, epsilon and record selection[J]. Earthquake Engineering Structural Dynamics. 2006,35:1077. DOI: 10.1002/eqe.571.
    [16] LEI J, GAO M, YU Y. Seismic motion attenuation relations in Sichuan and adjacent areas[J]. Acta Seismologica Sinica, 2007,20:532. DOI: 10.1007/s11589-007-0532-y.
    [17] BOULANGER R W, CURRAS C J, KUTTER B L, et al. Seismic soil-pile-structure interaction experiments and analyses[J]. Journal of Geotechnical and Geoenvironmental Engineering,1999,125(9):750. DOI: 10.1061/(ASCE)1090-0241(1999)125:9(750).
    [18] SHANG Y, ALIPOUR A, YE A. Selection of input motion for seismic analysis of scoured pile-supported bridge with simplified models[J]. Journal of Structural Engineering,2018,144(8). DOI: 10.1061/(ASCE)ST.1943-541X.0002067.
    [19] HASHASH Y, MUSGROVE M, HARMON J, et al. DEEPSOIL 7.0 user manual[M]. Urbana: Board of Trustees of University of Illinois at Urbana-Champaign, 2020.
    [20] VAMVATSIKOS D, CORNELL C A. Incremental dynamic analysis[J]. Earthquake Engineering and Structural Dynamics, 2002,31:491. DOI: 10.1007/978-3-642-35344-4136.
    [21] WANG X, YE A, JI B. Fragility-based sensitivity analysis on the seismic performance of pile-group-supported bridges in liquefiable ground undergoing scour potentials[J]. Engineering Structures,2019,198:109427. DOI: 10.1016/j.engstruct.2019.109427.
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

陈旭,李春祥.考虑桩-土相互作用的高墩桥梁抗震性能[J].同济大学学报(自然科学版),2021,49(6):799~806

复制
分享
文章指标
  • 点击次数:360
  • 下载次数: 1104
  • HTML阅读次数: 531
  • 引用次数: 0
历史
  • 收稿日期:2021-04-15
  • 在线发布日期: 2021-07-05
文章二维码