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
  • [21] The Theoretical Prediction of Collapse Mechanisms for Masonry-Infilled Steel Frames
    Beroual, Sayeh
    Tekkouk, Abdelhadi
    Samai, Mohamed Laid
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2018, 43 (10) : 5615 - 5633
  • [22] Development of a Macro-Model for concrete masonry infilled frames
    Roosta, Soraya
    Liu, Yi
    ENGINEERING STRUCTURES, 2022, 257
  • [23] In-plane response of masonry infilled RC framed structures: A probabilistic macromodeling approach
    De Domenico, Dario
    Falsone, Giovanni
    Laudani, Rossella
    STRUCTURAL ENGINEERING AND MECHANICS, 2018, 68 (04) : 423 - 442
  • [24] Numerical Study of Masonry-Infilled RC Frames Retrofitted with ECC Overlays
    Koutromanos, Ioannis
    Shing, P. Benson
    JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (07)
  • [25] Numerical modeling of masonry-infilled RC frames subjected to seismic loads
    Koutromanos, Ioannis
    Stavridis, Andreas
    Shing, P. Benson
    Willam, Kaspar
    COMPUTERS & STRUCTURES, 2011, 89 (11-12) : 1026 - 1037
  • [26] Modeling of the lateral stiffness of masonry infilled steel moment-resisting frames
    Lemonis, Minas E.
    Asteris, Panagiotis G.
    Zitouniatis, Dimitrios G.
    Ntasis, Georgios D.
    STRUCTURAL ENGINEERING AND MECHANICS, 2019, 70 (04) : 421 - 429
  • [27] Out-of-plane cyclic response of masonry infilled RC frames: An experimental study
    Anic, Filip
    Penava, Davorin
    Guljas, Ivica
    Sarhosis, Vasilis
    Abrahamczyk, Lars
    ENGINEERING STRUCTURES, 2021, 238
  • [28] Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM
    Filippou, Christiana A.
    Kyriakides, Nicholas C.
    Chrysostomou, Christis Z.
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [29] Experimental analysis of masonry infilled frames using digital image correlation
    Guerrero, Nestor
    Martinez, Manuel
    Picon, Ricardo
    Marante, Maria E.
    Hild, Francois
    Roux, Stephane
    Florez-Lopez, Julio
    MATERIALS AND STRUCTURES, 2014, 47 (05) : 873 - 884
  • [30] Experimental results of reinforced concrete frames with masonry infills with and without openings under combined quasi-static in-plane and out-of-plane seismic loading
    Milijas, Aleksa
    Marinkovic, Marko
    Butenweg, Christoph
    Klinkel, Sven
    BULLETIN OF EARTHQUAKE ENGINEERING, 2023, 21 (07) : 3537 - 3579
12345