Seismic capacity of masonry arches with irregular abutments and arch thickness

被引：23
|
作者：
Zampieri, Paolo [1 ]
Simoncello, Nicole [1 ]
Pellegrino, Carlo [1 ]
机构：
[1] Univ Padua, Dept Civil Environm & Architectural Engn, Padua, Italy
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2019年 / 201卷
关键词：
Arch; Masonry; Limit analysis; Irregular geometry; FE analysis; BRIDGES; COLLAPSE; CONSTRUCTION; CONCRETE; BEHAVIOR; FAILURE;
D O I：
10.1016/j.conbuildmat.2018.12.063
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The simplest structural analysis for assessing the seismic capacity of a masonry arch is limit analysis. In fact, assuming an equivalent static seismic load, this method can be used to determine the lateral acceleration leading to the collapse mechanism. In this work, applying an analytical procedure, extensive parametric analysis was carried out to describe the seismic capacity of masonry arch structures with irregular geometry. In particular, arches with different abutment heights and discontinuous thicknesses have been examined. The results have been compared against those obtained by finite element analysis and by small scale experimental tests, and a good correlation has been found. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码：786 / 806
页数：21
相关论文
共 50 条
  • [31] Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control
    Stockdale, Gabriel L.
    Sarhosis, Vasilis
    Milani, Gabriele
    BULLETIN OF EARTHQUAKE ENGINEERING, 2020, 18 (02) : 673 - 724
  • [32] Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control
    Gabriel L. Stockdale
    Vasilis Sarhosis
    Gabriele Milani
    Bulletin of Earthquake Engineering, 2020, 18 : 673 - 724
  • [33] Influence of backfill on the capacity of masonry arch bridges
    Callaway, Phillip
    Gilbert, Matthew
    Smith, Colin C.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2012, 165 (03) : 147 - 158
  • [34] Load carrying capacity of masonry arch bridges
    Brencich, A
    Cavicchi, A
    De Francesco, U
    Gambarotta, L
    Sereno, A
    SYSTEM-BASED VISION FOR STRATEGIC AND CREATIVE DESIGN, VOLS 1-3, 2003, : 775 - 780
  • [35] The effect of geometric dimensions on the lateral bearing capacity of the masonry arches
    Mahmoudi, Pedram
    Asadi, Payam
    Eftekhar, Mohammad Reza
    STRUCTURES, 2022, 45 : 1350 - 1365
  • [36] SEISMIC BEHAVIOR OF HISTORICAL MASONRY BUILDINGS WITH IRREGULAR GEOMETRY
    Can, Husnu
    Kubin, Joseph
    Unay, Ali Ihsan
    JOURNAL OF THE FACULTY OF ENGINEERING AND ARCHITECTURE OF GAZI UNIVERSITY, 2012, 27 (03): : 679 - 686
  • [37] Seismic vulnerability of historical masonry structures with irregular geometry
    Beeson, Saadet Toker
    Kubin, Joseph
    Unay, Ali Ihsan
    GRADEVINAR, 2015, 67 (02): : 151 - 158
  • [38] Seismic behavior of historical masonry buildings with irregular geometry
    Düzensiz geometrik şekile sahip tarihi yiǧma binalarin sismik davranişi
    Can, H. (husnucan@gazi.edu.tr), 1600, Gazi Universitesi (27):
  • [39] Uncertainty in Seismic Capacity of Masonry Buildings
    Parisi, Fulvio
    Augenti, Nicola
    BUILDINGS, 2012, 2 (03) : 218 - 230
  • [40] A methodology for seismic vulnerability of masonry arch bridge walls
    Rota, M
    Pecker, A
    Bolognini, D
    Pinho, R
    JOURNAL OF EARTHQUAKE ENGINEERING, 2005, 9 : 331 - 353
12345