GUAN Min-Sheng, WAN Xin, DU Hong-Biao. A Study of the Impact of Infilled Walls on the Seismic Performance of RC Frame Structures and the Model[J]. 2010, 27(1): 71-74.
GUAN Min-Sheng, WAN Xin, DU Hong-Biao. A Study of the Impact of Infilled Walls on the Seismic Performance of RC Frame Structures and the Model[J]. 2010, 27(1): 71-74.DOI:
A Study of the Impact of Infilled Walls on the Seismic Performance of RC Frame Structures and the Model
Based on the impact of infilled walls on the earthquake damage to RC flame structures with infilled seismic performance of RC frame structures,the reasons for walls are analyzed with W enchuan Earthquake as an example.Summing up a lot of research results ab。ut the influence。finfilled walls on the strength
stiffness and deformation 0f RC frame structures at home and abroad,it establishes a rational model for infilled walls for researchprocess,and discusses the importance of the accuracy for the research results.Relevant suggestions are put forward to provide references for future research.
King G J W,Pandey P C.The analysis of infilled frames using finite elements[C].Proc Inst Civ Eng(London),1978,65(12):749-760.
Dhanasekar M,Page A W.Influence of brick masonry infill properties on the behavior of infilled frames[C].Proc Inst Civ Eng(London),1986,81(12):593-605.
Mallick D V,Garg R P.Effect of openings on the lateral stiffness of infilled frames[C].Proc Inst Civ Eng(London),1971,49(6):193-209.
Riddington J R,Smith B S.Analysis of infilled frames subject to racking with design recommendations[J].Structure Engineering,1977,55(6):263-268.
Achyutha J,Jagadish R,Rao P S,et a1.Rahman.Finite element simulation of the elastic behavior of infilled frames with openings[J].Computer Structure,1986,23(5):685-696.
Liauw T C,Kwan K H.Nonlinear behavior of non-integral infilled frames[J].Computer Structure,1984,18(3):551-560.
Kost G,Weaver W,Barber R B.Nonlinear dynamic analysis of frames with panels[J].Journal of Structure Division,ASCE,1974,100(4):743-757.
Mehrabi A B.Finite Element modeling of masonry—infilled RC frames[J].A M ASCE,1997,123(5):604-613.
何象镛.含墙钢筋混凝土结构侧推分析之研究[D].台湾:台湾国立中央大学,2007.
Smith B S,Carter C.A method of analysis for infilled frames[C].Proc Inst Civ Eng(London),1969,44:31-48.
Barua H K,Mallick S K.Behavior of mortar infilled steel frames under lateral load[J].Building Environment,1977,12(4):263-272.
Liauw T C,Lee S W.On the behaviour and the analysis of multi—storey infilled frames subject to lateral loading[C].Proc Inst Civ Eng,1977,63(9):641-656.
Thiruvengadam V.On the natural frequencies of infilled frames[J].Earthquake Engineering Structure Dynamics,1985,13(2):401-419.
Mochizuki S.Inelastic behavior of framed shear wall governed by slip failure of wall panel[C].Proc.9th World Conf Earthq Eng,1988,4:505-510.
Mosalam K M.Experimental and computational strategies for the seismic behavior evaluation of~ames with infi11 walls[D].New York Ithaca:Cornell University,1996.
Chrysostomou C Z.Effects of degrading infill walls on the nonlinear seismic response of two—dimensional steel frames [D].New York Ithaca:Comell University,199I.
Madan A.Modeling of masonry infill panels for structural analysis[J].Journal of Structural Engineering,1997,123 (10):1295—1302.
Karayannis C G,Kakaletsis D J,Favvata M J.Behavior of bare and masonry infilled R/C flames under cyclic loading:experiments and analysis[J].Earthquake Resistant Engineering Structures V,2005,81:429-438.
Pererar R,Gomez S,Alareon E.A damage model for masonry infilled flames[J].Composites and Composite Structures,2000,183-188.
Riddington J R,Smith B S.Analysis of infilled flames subject to racking with design recommendations[J].Structural Engineer,1977,55(6):263-268.