Empirical Equations for the Direct Definition of Stress–Strain Laws for Fiber-Section-Based Macromodeling of Infilled Frames

AbstractEquivalent strut macromodels are largely used to model the influence of infill walls in frame structures due to their simplicity and effectiveness from a computational point of view. Despit...

[1]  Giuseppina Uva,et al.  On the role of equivalent strut models in the seismic assessment of infilled RC buildings , 2012 .

[2]  Alessandra Fiore,et al.  The influence of masonry infill on the seismic behaviour of RC frame buildings , 2012 .

[3]  Enzo Martinelli,et al.  A simplified procedure for Nonlinear Static analysis of masonry infilled RC frames , 2015 .

[4]  L. Cavaleri,et al.  Definition of diagonal Poisson’s ratio and elastic modulus for infill masonry walls , 2014 .

[5]  Matjaž Dolšek,et al.  The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame — a deterministic assessment , 2008 .

[6]  Liborio Cavaleri,et al.  Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study , 2017 .

[7]  Giuseppina Uva,et al.  About the influence of the infill panels over the collapse mechanisms actived under pushover analyses: Two case studies , 2012 .

[8]  Maurizio Papia.  Analysis of infilled frames using A coupled finite element and boundary element solution scheme , 1988 .

[9]  Liborio Cavaleri,et al.  Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels , 2017 .

[10]  D. J. Kakaletsis,et al.  Experimental Investigation of Infilled Reinforced Concrete Frames with Openings , 2009 .

[11]  Liborio Cavaleri,et al.  A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads , 2016 .

[12]  L. Cavaleri,et al.  Evaluation of infilled frames: an updated in-plane-stiffness macro-model considering the effects of vertical loads , 2015, Bulletin of Earthquake Engineering.

[13]  Liborio Cavaleri,et al.  Prediction of the additional shear action on frame members due to infills , 2014, Bulletin of Earthquake Engineering.

[14]  Liborio Cavaleri,et al.  Prediction of the Fundamental Period of Infilled RC Frame Structures Using Artificial Neural Networks , 2015, Comput. Intell. Neurosci..

[15]  Giuseppina Uva,et al.  Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study , 2012 .

[16]  G. Magenes,et al.  Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills , 2018 .

[17]  Liborio Cavaleri,et al.  Cyclic response of masonry infilled RC frames: Experimental results and simplified modeling , 2014 .

[18]  Paolo Franchin,et al.  COMPARATIVE ASSESSMENT OF STRUT MODELS FOR THE MODELLING OF IN-PLANE SEISMIC RESPONSE OF INFILL WALLS , 2017 .

[19]  L. Cavaleri,et al.  Infilled frames: developments in the evaluation of the stiffening effect of infills , 2003 .

[20]  F. Colangelo.  Pseudo-dynamic seismic response of reinforced concrete frames infilled with non-structural brick masonry , 2005 .

[21]  J. L. Dawe,et al.  Out-of-plane resistance of concrete masonry infilled panels , 1989 .

[22]  K. Willam,et al.  Numerical modeling of masonry-infilled RC frames subjected to seismic loads , 2011 .

[23]  Bartolomeo Pantò,et al.  A macro-element modelling approach of Infilled Frame Structures , 2014 .

[24]  I. N. Doudoumis,et al.  Finite element modelling and investigation of the behaviour of elastic infilled frames under monotonic loading , 2007 .

[25]  Liborio Cavaleri,et al.  Parameters affecting the fundamental period of infilled RC frame structures , 2015 .

[26]  Liborio Cavaleri,et al.  Masonry infills and RC frames interaction: literature overview and state of the art of macromodeling approach , 2015 .