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
  • [1] Seismic capacity of buttressed masonry arches
    Brandonisio, Giuseppe
    Angelillo, Maurizio
    De Luca, Antonello
    ENGINEERING STRUCTURES, 2020, 215
  • [2] Effect of geometry parameters on the seismic capacity of masonry arches
    Tetougueni, Cyrille Denis
    Zilio, Alex
    Zampieri, Paolo
    Pellegrino, Carlo
    XIV INTERNATIONAL CONFERENCE ON BUILDING PATHOLOGY AND CONSTRUCTIONS REPAIR, 2018, 11 : 452 - 459
  • [3] A simplified procedure for assessing the seismic capacity of masonry arches
    De Luca, A
    Giordano, A
    Mele, E
    ENGINEERING STRUCTURES, 2004, 26 (13) : 1915 - 1929
  • [4] Seismic capacity of irregular unreinforced masonry walls with openings
    Parisi, Fulvio
    Augenti, Nicola
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (01): : 101 - 121
  • [5] A parametric investigation of the seismic capacity for masonry arches and portals of different shapes
    Dimitri, Rossana
    Tornabene, Francesco
    ENGINEERING FAILURE ANALYSIS, 2015, 52 : 1 - 34
  • [6] Seismic capacity of irregular unreinforced masonry buildings with timber floors
    Trutalli, Davide
    Marchi, Luca
    Scotta, Roberto
    Pozza, Luca
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2021, 174 (06) : 473 - 490
  • [7] Minimum thickness of elliptical masonry arches
    Haris Alexakis
    Nicos Makris
    Acta Mechanica, 2013, 224 : 2977 - 2991
  • [8] A fibre beam-based approach for the evaluation of the seismic capacity of masonry arches
    De Santis, Stefano
    de Felice, Gianmarco
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2014, 43 (11): : 1661 - 1681
  • [9] Seismic Performance of Masonry Arches and Vaults
    Khan, Mohd Aamir
    Paul, D. K.
    FACING THE CHALLENGES IN STRUCTURAL ENGINEERING, 2018, : 23 - 41
  • [10] Minimum thickness of elliptical masonry arches
    Alexakis, Haris
    Makris, Nicos
    ACTA MECHANICA, 2013, 224 (12) : 2977 - 2991
12345