Assessment of seismic behavior stone bridge using a finite element method and discrete element method

被引：11
|
作者：
Naderi, Melika [1 ]
Zekavati, Mehdi [2 ]
机构：
[1] Politecn Milan, Dipartimento Architettura Urbanist Ingn Costruz, Piazza Leonardo da Vinci 32, I-20133 Milan, Italy
[2] Islamic Azad Univ, Civil Engn Dept, Qazvin Branch, Nokhbegan Blvd, Qazvin, Iran
来源：
EARTHQUAKES AND STRUCTURES | 2018年 / 14卷 / 04期
关键词：
FEM; earthquake; bridges; simulation; seismic; MASONRY ARCH BRIDGES;
D O I：
10.12989/eas.2018.14.4.297
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Seismic behavior of Osmanli and Senyuva stone bridges was addressed in this study. A combination of FEM and DEM was employed for getting closer to the real behavior of the bridge. One of the unique features of this combinational method is simulation close to reality. Modal numerical analysis was also used to verify the modeling. At the end of earthquake, a part of two lateral walls of Osmanli bridge was broken. The growth of arch cracks also increased during the earthquake. A part of right-hand wall of Senyuva Bridge was destructed during the earthquake. The left-hand side of the bridge wall was damaged during the earthquake but was not destructed.
引用
收藏
页码：297 / 303
页数：7
相关论文
共 50 条
  • [1] Seismic assessment of stone masonry using distinct element method
    Lipo, B.
    Genoese, Al
    Genoese, An
    de Felice, G.
    [J]. BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, 2016, : 227 - 233
  • [2] Seismic Assessment of Archaeological Heritage Using Discrete Element Method
    Mordanova, Anna
    de Felice, Gianmarco
    [J]. INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2020, 14 (03) : 345 - 357
  • [3] The Application of Discrete Element Method in the Analysis of Stone Arch Bridge
    Yu, Yuanxu
    Zhang, Yue
    [J]. SUSTAINABLE CITIES DEVELOPMENT AND ENVIRONMENT PROTECTION, PTS 1-3, 2013, 361-363 : 1255 - 1258
  • [4] Seismic Vulnerability Assessment of Stone Arch Bridges by Nonlinear Dynamic Analysis Using Discrete Element Method
    Mehrbod, Amirhossein
    Behnamfar, Farhad
    Aziminejad, Armin
    Hashemol-Hosseini, Hamid
    [J]. INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2023, 17 (11) : 1791 - 1812
  • [5] Seismic Behavior of the Cube of Zoroaster Tower Using the Discrete Element Method
    Tavafi, Elham
    Mohebkhah, Amin
    Sarhosis, Vasilis
    [J]. INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2021, 15 (08) : 1097 - 1112
  • [6] Seismic Analysis of a Cable-Stayed Bridge Using the Finite Element Method
    Abass, Ali L.
    Hammoudi, Zaid S.
    Mahmood, Haneen A.
    [J]. 2ND INTERNATIONAL CONFERENCE ON ENGINEERING SCIENCES, 2018, 433
  • [7] Mechanical behaviour of a stone masonry bridge assessed using an implicit discrete element method
    Rafiee, A.
    Vinches, M.
    [J]. ENGINEERING STRUCTURES, 2013, 48 : 739 - 749
  • [8] Seismic analysis of dry stone masonry structures based on combined finite-discrete element method
    Nikolic, Zeljana
    Smoljanovic, Hrvoje
    Zivaljic, Nikolina
    [J]. EURODYN 2014: IX INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, 2014, : 1777 - 1782
  • [9] Assessment of seismic behaviour of masonry minarets by discrete element method
    Saygili, O.
    Cakti, E.
    [J]. BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, 2016, : 2433 - 2436
  • [10] Combined Application of Finite Element Method and Discrete-continual Finite Element Method
    Negrozov, Oleg A.
    Akimov, Pavel A.
    [J]. YOUTH, SCIENCE, SOLUTIONS: IDEAS AND PROSPECTS (YSSIP-2016), 2017, 1800
12345