On the in-plane properties and capacities of infilled frames

The important contribution of infill walls in the resistance of earthquake loads is documented along with a presentation of the behavior modes of the infill and the bounding frame. Equations for quantifying the in-plane stiffness, strength and deformation capacity of infills are given as well as simplified methods for predicting the in-plane failure mode of mainly solid panels. A parametric study is performed to compare these methods and check them against experimental results whenever this was possible. Based on the above material, recommendations are made for the in-plane material properties, failure modes, strength and stiffness as well as deformation characteristics of infilled frames.

[1]  T. Paulay,et al.  Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .

[2]  Dv Mallick,et al.  EFFECT OF OPENINGS ON THE LATERAL STIFFNESS OF INFILLED FRAMES. , 1971 .

[3]  B Hobbs,et al.  Inelastic Design of Infilled Frames , 1995 .

[4]  Amin Mohebkhah,et al.  Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches , 2011 .

[5]  T. C. Liauw,et al.  Multibay Infilled Frames Without Shear Connectors , 1988 .

[6]  M Holmes,et al.  STEEL FRAMES WITH BRICKWORK AND CONCRETE INFILLING. , 1961 .

[7]  Jr Riddington THE INFLUENCE OF INTIAL GAPS ON INFILLED FRAME BEHAVIOUR. , 1984 .

[8]  Mónica Puglisi,et al.  Modeling of masonry of infilled frames, Part I: The plastic concentrator , 2009 .

[9]  Tc Liauw,et al.  PLASTIC THEORY OF NON INTEGRAL INFILLED FRAMES. , 1983 .

[10]  Mohankumar P. Hampali,et al.  Behaviour of non-integral in-filled frames with openings - A case study , 2010 .

[11]  Robert D. Hanson,et al.  Infilled Walls for Earthquake Strengthening , 1979 .

[12]  Dina D'Ayala,et al.  Realistic shear capacity assessment of infill frames: Comparison of two numerical procedures , 2009 .

[13]  Richard M. Bennett,et al.  In-Plane Behavior of Structural Clay Tile Infilled Frames , 1999 .

[14]  Bryan Stafford Smith,et al.  Behavior of Square Infilled Frames , 1966 .

[15]  Tc Liauw,et al.  PLASTIC THEORY OF INFILLED FRAMES WITH FINITE INTERFACE SHEAR STRENGTH . , 1983 .

[16]  B Stafford Smith,et al.  A METHOD OF ANALYSIS FOR INFILLED FRAMES. , 1969 .

[17]  Alexander Coull,et al.  Tall Building Structures: Analysis and Design , 1991 .

[18]  Bre,et al.  PLASTICITY, COMPOSITE ACTION AND COLLAPSE DESIGN OF UNREINFORCED SHEAR WALL PANELS IN FRAMES. , 1978 .

[19]  Panagiotis G. Asteris,et al.  MASONRY INFILLED REINFORCED CONCRETE FRAMES WITH OPENINGS , 2011 .

[20]  H. Achyutha,et al.  Finite element simulation of the elastic behaviour of infilled frames with openings , 1986 .

[21]  J. R. Benjamin,et al.  The Behavior of One-Story Reinforced Concrete Shear Walls , 1957 .

[22]  B. S. Smith,et al.  Lateral Stiffness of Infilled Frames , 1962 .

[23]  Richard M. Bennett,et al.  Uniform lateral load capacity of infilled frames , 1993 .

[24]  Andreas Stavridis,et al.  Finite-Element Modeling of Nonlinear Behavior of Masonry-Infilled RC Frames , 2010 .

[25]  R T Severn,et al.  THE BEHAVIOUR OF INFILLED FRAMES UNDER STATIC LOADING. , 1967 .

[26]  Andrei M. Reinhorn,et al.  Modeling of Masonry Infill Panels for Structural Analysis , 1995 .

[27]  M. Dhanasekhar,et al.  THE INFLUENCE OF BRICK MASONRY INFILL PROPERTIES ON THE BEHAVIOUR OF I NFILLED FRAMES. , 1986 .

[28]  Stephen G. Buonopane,et al.  Pseudodynamic Testing of Masonry Infilled Reinforced Concrete Frame , 1999 .

[29]  Wael W. El-Dakhakhni,et al.  THREE-STRUT MODEL FOR CONCRETE MASONRY-INFILLED STEEL FRAMES , 2003 .

[30]  J. F. Abel,et al.  A SIX-STRUT MODEL FOR NONLINEAR DYNAMIC ANALYSIS OF STEEL INFILLED FRAMEs , 2002 .

[31]  William Weaver,et al.  Nonlinear Dynamic Analysis of Frames with Filler Panels , 1974 .

[32]  Panagiotis G. Asteris,et al.  Lateral Stiffness of Brick Masonry Infilled Plane Frames , 2003 .

[33]  Athol J. Carr,et al.  Analytical modelling of infilled frame structures , 2000 .

[34]  Mohsen A. Issa,et al.  Behavior of masonry-infilled nonductile reinforced concrete frames , 2002 .

[35]  T. C. Liauw,et al.  An approximate method of analysis for infilled frames with or without opening , 1972 .

[36]  Gjw King,et al.  THE ANALYSIS OF INFILLED FRAMES USING FINITE ELEMENTS. , 1978 .

[37]  H. K. Barua,et al.  Behaviour of mortar infilled steel frames under lateral load , 1977 .

[38]  Vitelmo V. Bertero,et al.  Infills in Seismic Resistant Building , 1983 .

[39]  V. Thiruvengadam,et al.  On the natural frequencies of infilled frames , 1985 .

[40]  Vitelmo V. Bertero,et al.  Earthquake Resistance of Infilled Frames , 1978 .

[41]  Panagiotis G. Asteris,et al.  Mathematical Macromodeling of Infilled Frames: State of the Art , 2011 .

[42]  T C Liauw,et al.  ON THE BEHAVIOUR AND THE ANALYSIS OF MULTI-STOREY INFILLED FRAMES SUBJECT TO LATERAL LOADING , 1977 .

[43]  Liauw Te-Chang,et al.  Nonlinear behaviour of non-integral infilled frames , 1984 .