The effect of the infill in arched structures: Analytical and numerical modelling
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[1] Z. Orbán. UIC Project on assessment , inspection and maintenance of masonry arch railway bridges , 2007 .
[2] Paulo B. Lourenço,et al. Analysis of historical constructions : From thrust-lines to advanced simulations , 2003 .
[3] P. B. Lourenço,et al. Numerical modelling of a load test on a masonry arch bridge , 2007 .
[4] G. A. Drosopoulos,et al. On the collapse analysis of single span masonry / stone arch bridges with fill interaction , 2007 .
[5] John Fitchen,et al. The Construction of Gothic Cathedrals: A Study of Medieval Vault Erection , 1981 .
[6] Jacques Heyman,et al. The masonry arch , 1982 .
[7] Jan G. Rots,et al. Structural Masonry , 2020 .
[8] Jacques Heyman,et al. The safety of masonry arches , 1969 .
[9] Adrienn. Tomor,et al. A new masonry arch bridge assessment strategy (SMART) , 2007 .
[10] Jan G. Rots,et al. Robust modeling of RC structures with an “event-by-event” strategy , 2008 .
[11] Zoltán Orbán,et al. Assessment of masonry arch railway bridges using non-destructive in-situ testing methods , 2009 .
[12] E. A. W. Maunder,et al. The influence of spandrel wall construction on arch bridge behaviour , 2007 .
[13] C. C. Smith,et al. Computational limit analysis of soil-arch interaction in masonry arch bridges , 2007 .
[14] John Ochsendorf,et al. Collapse of masonry structures , 2002 .
[15] J Page. LOAD TESTS TO COLLAPSE ON MASONRY ARCH BRIDGES , 1995 .
[16] C. H. Chang,et al. On the solution of conical shells of linearly varying thickness subjected to lateral normal loads , 1967 .
[17] Jacques Heyman,et al. On shell solutions for masonry domes , 1967 .
[18] C. Melbourne,et al. Finite element analyses of soil-structure interaction in masonry arch bridges , 2007 .
[19] Nenad Bićanić,et al. Discontinuous deformation analysis of masonry bridges , 2001 .
[20] L. Gambarotta,et al. Load carrying capacity of masonry bridges : numerical evaluation of the influence of fill and spandrels , 2007 .
[21] Dermot O'Dwyer,et al. Funicular analysis of masonry vaults , 1999 .
[22] Santiago Huerta Fernández. Galileo was wrong: The geometrical design of masonry arches , 2006 .
[23] J. Ochsendorf,et al. As Hangs the Flexible Line: Equilibrium of Masonry Arches , 2006 .
[24] Jacques Heyman,et al. THE ESTIMATION OF THE STRENGTH OF MASONRY ARCHES. , 1980 .
[25] Clive. Melbourne,et al. Modelling Masonry Arch Bridges , 2001 .
[26] John W. Bull. Computational modelling of masonry, brickwork and blockwork structures , 2001 .
[27] Yew-Chaye Loo,et al. Collapse Load Analysis of Masonry Arch Bridges , 1995 .
[28] Jan G. Rots,et al. Sequentially linear analysis of fracture under non-proportional loading , 2008 .
[29] Santiago Sánchez-Cervera Huerta,et al. Mechanics of masonry vaults: The equilibrium approach , 2001 .
[30] M. Gilbert,et al. Limit analysis applied to masonry arch bridges : state-ofthe-art and recent developments , 2007 .
[31] Luigi Gambarotta,et al. Collapse analysis of masonry bridges taking into account arch–fill interaction , 2005 .