Integrity assessment of masonry arch bridges using the dynamic stiffness technique

被引:0
|
作者
机构
[1] Armstrong, D.M.
[2] Sibbald, A.
[3] Forde, M.C.
来源
Armstrong, D.M. | 1600年 / Elsevier Science Ltd, Oxford, United Kingdom卷 / 28期
关键词
Arch bridges;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
相关论文
共 50 条
  • [1] Integrity assessment of masonry arch bridges using the dynamic stiffness technique
    Armstrong, DM
    Sibbald, A
    Forde, MC
    NDT & E INTERNATIONAL, 1995, 28 (06) : 367 - 375
  • [2] Determination of free vibration properties of masonry arch bridges using the dynamic stiffness method
    Bozyigit, Baran
    Acikgoz, Sinan
    ENGINEERING STRUCTURES, 2022, 250
  • [3] Dynamic testing of masonry arch bridges
    Bintrim, JW
    Laman, JA
    Boothby, TE
    ARCH BRIDGES: HISTORY, ANALYSIS, ASSESSMENT, MAINTENANCE AND REPAIR, 1998, : 295 - 303
  • [4] Assessment and strengthening masonry arch bridges
    Brookes, C. L.
    STRUCTURAL ANALYSIS OF HISTORIC CONSTRUCTION: PRESERVING SAFETY AND SIGNIFICANCE, VOLS 1 AND 2, 2008, : 497 - 505
  • [5] Seismic assessment of masonry arch bridges
    Pela, Luca
    Aprile, Alessandra
    Benedetti, Andrea
    ENGINEERING STRUCTURES, 2009, 31 (08) : 1777 - 1788
  • [6] Interactive assessment of masonry arch bridges
    Kumar, A
    ARCH BRIDGES: HISTORY, ANALYSIS, ASSESSMENT, MAINTENANCE AND REPAIR, 1998, : 205 - 211
  • [7] Masonry arch bridges fragility assessment
    Tecchio, G.
    da Porto, F.
    Thiella, C.
    Dona, M.
    Modena, C.
    MAINTENANCE, MONITORING, SAFETY, RISK AND RESILIENCE OF BRIDGES AND BRIDGE NETWORKS, 2016, : 520 - 520
  • [8] Dynamic amplification in masonry arch railway bridges
    Bozyigit, Baran
    Acikgoz, Sinan
    STRUCTURES, 2022, 45 : 1717 - 1728
  • [9] Seismic vulnerability assessment of masonry arch bridges
    Saygili, Ozden
    Lemos, Jose, V
    STRUCTURES, 2021, 33 : 3311 - 3323
  • [10] Rationalising assessment approaches for masonry arch bridges
    Gibbons, Niamh
    Fanning, Paul J.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2012, 165 (03) : 169 - 184