On a numerical model for static and dynamic analysis of in-plane masonry infilled steel frames

被引：10
|
作者：
Radnic, J. [1 ]
Baloevic, G.
Matesan, D. [1 ]
Smilovic, M. [1 ]
机构：
[1] Univ Split, Fac Civil Engn Architecture & Geodesy, Split 21000, Croatia
来源：
MATERIALWISSENSCHAFT UND WERKSTOFFTECHNIK | 2013年 / 44卷 / 05期
关键词：
masonry-infilled steel frames; numerical model; static and dynamic analysis; BEHAVIOR; OPENINGS;
D O I：
10.1002/mawe.201300146
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
A numerical model is presented for both static and dynamic analysis of planar masonry-infilled steel frames, which are loaded only in their plane. The model can simulate all main nonlinear effects of the frame-infill-foundation-soil system. With this model, bare steel and concrete frame structures, masonry structures, as well as masonry-infilled steel and concrete frame structures can be analysed. Verification of this model was performed on two experimental tests. In example 1 a masonry-infilled steel frame under static cyclic load and in example 2 a masonry-infilled steel frame under dynamic load were analysed. The obtained numerical results agree well with experimental results.
引用
收藏
页码：423 / 430
页数：8
相关论文
共 50 条
  • [41] Numerical study on the influence of in-plane damage on the out-of-plane seismic performance of masonry infill walls with opening in reinforced concrete frames
    Zhang, Maohua
    Ding, Junnan
    Pang, Lue
    Ding, Kang
    ADVANCES IN STRUCTURAL ENGINEERING, 2023, 26 (02) : 344 - 359
  • [42] Verifying ASCE 41 the evaluation model via field tests of masonry infilled RC frames with openings
    Huang, Chun-Ting
    Chiou, Tsung-Chih
    Chung, Lap-Loi
    Hwang, Shyh-Jiann
    Jaung, Wen-Ching
    EARTHQUAKES AND STRUCTURES, 2020, 19 (03) : 157 - 174
  • [43] Numerical study of the seismic retrofitting of masonry-Infilled RC frames with openings using TRM
    Christiana, A. Filippou
    Kyriakides, Nicholas C.
    Chrysostomou, Christis Z.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2023, 52 (03) : 776 - 805
  • [44] Unified tri-linear theoretical model for masonry infilled RC frames subjected to out-of-plane lateral loads
    Xie, Xinyao
    Guo, Zi-Xiong
    Basha, Syed Humayun
    ENGINEERING STRUCTURES, 2025, 332
  • [45] Numerical Modelling and Validation of the Response of Masonry Infilled RC Frames Using Experimental Testing Results
    Mucedero, Gianrocco
    Perrone, Daniele
    Brunesi, Emanuele
    Monteiro, Ricardo
    BUILDINGS, 2020, 10 (10) : 1 - 30
  • [46] Seismic strengthening of masonry infilled reinforced concrete frames with steel-fibre-reinforced mortar
    Yaman, Tugce Sevil
    Canbay, Erdem
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2014, 167 (01) : 3 - 14
  • [47] Numerical simulation for in-plane behaviour of perforated framed masonry panels
    Liu, H. B.
    Kong, J. C.
    Wang, X. M.
    Zhai, C. H.
    Zhang, S. S.
    Mei, H. Y.
    MATERIALS RESEARCH INNOVATIONS, 2014, 18 : 806 - 810
  • [48] A Numerical Investigation on the In-Plane Behavior of Perforated Unreinforced Masonry Walls
    Kamrava, A. R.
    Najafgholipour, M. A.
    Fathi, Farshid
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2021, 45 (02) : 545 - 560
  • [49] Numerical analysis of innovative layered infilled RC frames with rice husk-magnesium oxysulfate cement (RMOC) masonry
    Wei, Yuliang
    Wang, Xiaomin
    Zhai, Changhai
    He, Yiting
    Jin, Wei
    JOURNAL OF BUILDING ENGINEERING, 2025, 102
  • [50] Nonlinear numerical assessments for the in-plane response of historic masonry walls
    Guo, Y. T.
    Bompa, D. V.
    Elghazouli, A. Y.
    ENGINEERING STRUCTURES, 2022, 268
12345