Experimental study on the lateral load behaviour of GFRG infilled RC frames

被引:4
|
作者
Shaji, Aishwarya [1 ]
Prasad, A. Meher [1 ]
Menon, Devdas [1 ]
机构
[1] Indian Inst Technol Madras, Dept Civil Engn, Chennai 600036, India
关键词
Glass fibre reinforced gypsum panel; GFRG infilled RC frame; Lateral load behaviour; Quasi-static cyclic lateral load test; Hinge support; Stiffness; Energy dissipation; Equivalent viscous damping; GYPSUM WALL PANELS; SHEAR BEHAVIOR; STRENGTH;
D O I
10.1016/j.istruc.2023.105442
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Glass fibre reinforced gypsum (GFRG) panels are light-weight, load bearing wall panels that can be used for the rapid construction of affordable and eco-friendly houses. Numerous studies conducted worldwide have demonstrated the suitability of GFRG panels for constructing walls and slabs. These panels can also be used as infills in multi-storeyed framed construction and the experimental study reported in this paper is perhaps the first of its kind on the lateral load behaviour of GFRG infilled RC frames. Quasi-static cyclic lateral load tests were performed on two full scale 3 m x 3 m GFRG infilled RC framed specimens to gain insights into their lateral load behaviour, crack pattern and other performance parameters. The results confirmed that the failure of the specimens under lateral load primarily occurred in the infill wall, with extensive crack formation observed prior to yielding of the frame members. The experimental study highlighted that infilling the GFRG panels inside the RC frames significantly enhances the strength, stiffness and other performance parameters of the RC framed structure.
引用
收藏
页数:16
相关论文
共 50 条
  • [21] Experimental Study on Seismic Behavior of Infilled RC Frames with Different Binding Methods
    Lin C.
    Guo Z.
    Huang Q.
    Ye Y.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2018, 26 (06): : 1271 - 1280
  • [22] Experimental study on seismic behavior of RC frames with slab and infilled masonry walls
    College of Civil Engineering, Huaqiao University, Quanzhou 362021, China
    Jianzhu Jiegou Xuebao, 2009, SUPPL. 2 (127-132):
  • [23] BEHAVIOR OF MORTAR INFILLED STEEL FRAMES UNDER LATERAL LOAD
    BARUA, HK
    MALLICK, SK
    BUILDING AND ENVIRONMENT, 1977, 12 (04) : 263 - 272
  • [24] Experimental investigation of concrete frames infilled with rc for seismic rehabilitation
    Strepelias, Elias
    Palios, Xenophon
    Bousias, Stathis N.
    Fardis, Michael N.
    Journal of Structural Engineering (United States), 2014, 140 (01):
  • [25] Experimental Investigation of Concrete Frames Infilled with rc for Seismic Rehabilitation
    Strepelias, Elias
    Palios, Xenophon
    Bousias, Stathis N.
    Fardis, Michael N.
    JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (01)
  • [26] DAMAGE STATES AND CYCLIC BEHAVIOUR OF DRYWALLS INFILLED WITHIN RC FRAMES
    Tasligedik, A. S.
    Pampanin, S.
    Palermo, A.
    BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2012, 45 (02): : 84 - 94
  • [27] An experimental study on strengthening of masonry infilled RC frames using diagonal CFRP strips
    Altin, Sinan
    Anil, Oezguer
    Kara, M. Emin
    Kaya, Mustafa
    COMPOSITES PART B-ENGINEERING, 2008, 39 (04) : 680 - 693
  • [28] 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
  • [29] A COMPARATIVE INVESTIGATION ON EXPERIMENTAL LATERAL BEHAVIOUR OF BARE RC FRAME, NONSTRENGTHENED AND FERROCEMENT STRENGTHENED MASONRY INFILLED RC FRAME
    Sen, Debasish
    Fatema-Tuz-Zahura
    Das, Anik
    Alwashali, Hamood
    Islam, Md. Shafiul
    Maeda, Masaki
    Seki, Matsutaro
    Bhuiyan, Muhammad Abdur Rahman
    BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING, 2024, 57 (02): : 85 - 96
  • [30] Strengthening of infilled RC frames by CFRP
    Erol, G
    Taskin, K
    Yuksel, E
    Karadogan, HF
    Earthquake Resistant Engineering Structures V, 2005, 81 : 591 - 600