journal article Nov 01, 2016

The comparative role of friction in local out-of-plane mechanisms of masonry buildings. Pushover analysis and experimental investigation

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References
35
[1]
Kooharian "Limit analysis of voussoir (segmental) and concrete arches" J Am Concr Inst (1952)
[2]
The stone skeleton

Jacques Heyman

International Journal of Solids and Structures 1966 10.1016/0020-7683(66)90018-7
[3]
Heyman "The safety of masonry arches" Int J Mech Sci (1969) 10.1016/0020-7403(69)90070-8
[4]
Drucker "Coulomb friction, plasticity and limit loads" J Appl Mech (1954) 10.1115/1.4010821
[5]
Gilbert "Limit analysis of masonry block structures with non-associative frictional joints using linear programming" Comput Struct (2006) 10.1016/j.compstruc.2006.02.005
[6]
Casapulla "Lower and upper bounds in closed form for out-of-plane strength of masonry structures with frictional resistances" (2008)
[7]
Casapulla "A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction" Meccanica (2013) 10.1007/s11012-013-9728-5
[8]
Sassu "Archaeological consolidation of UNESCO masonry structures in Oman: the Sumhuram Citadel of Khor Rori and the Al- Balid Fortress" Int J Archit Herit (2013) 10.1080/15583058.2012.665146
[9]
Casapulla "3D macro and micro-block models for limit analysis of out-of-plane loaded masonry walls with non-associative Coulomb friction" Meccanica (2014) 10.1007/s11012-014-9943-8
[10]
Portioli "Limit analysis by linear programming of 3D masonry structures with associative friction laws and torsion interaction effects" Arch Appl Mech (2013) 10.1007/s00419-013-0755-4
[11]
Portioli "Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming" Comput Struct (2014) 10.1016/j.compstruc.2014.07.010
[12]
Portioli "Limit analysis of masonry walls by rigid block modeling with cracking units and cohesive joints using linear programming" Eng Struct (2013) 10.1016/j.engstruct.2013.09.029
[13]
Portioli "An efficient solution procedure for crushing failure in 3D limit analysis of masonry block structures with non-associative frictional joints" Int J Solids Struct (2015) 10.1016/j.ijsolstr.2015.05.025
[14]
Milani "A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures" Int J Solids Struct (2012) 10.1016/j.ijsolstr.2011.12.001
[15]
Milani "Simple numerical model with second order effect for the out-of-plane loaded masonry walls" Eng Struct (2013) 10.1016/j.engstruct.2012.08.029
[16]
Roca "Structural analysis of masonry historical constructions. Classical and advanced approaches" Arch Comput Methods Eng (2010) 10.1007/s11831-010-9046-1
[17]
D’Ayala "Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings" Earthq Spectra (2003) 10.1193/1.1599896
[18]
Lagomarsino "Seismic vulnerability of ancient churches: I. Damage assessment and emergency planning" Earthq Spectra (2004) 10.1193/1.1737735
[19]
Restrepo-Vélez "Dry stone masonry walls in bending-Part I: static tests" Int J Archit Herit (2014) 10.1080/15583058.2012.663059
[20]
Calderini "Seismic response of masonry arches reinforced by tie-rods: static tests on a scale model" J Struct Eng – ASCE (2014)
[21]
Casapulla "Experimental and analytical investigation on the frictional contact behavior of 3D masonry block assemblages" Constr Build Mater (2015) 10.1016/j.conbuildmat.2014.12.100
[22]
Casapulla "Experimental tests on the limit states of dry-jointed tuff blocks" Mater Struct (2016) 10.1617/s11527-015-0536-3
[23]
Lourenço "Masonry modeling" (2014)
[24]
Doherty "Displacement-based analysis for out-of-plane bending of seismically loaded unreinforced masonry walls" Earthq Eng Struct Dyn (2002) 10.1002/eqe.126
[25]
Griffith "Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation" J Earthq Eng (2003) 10.1080/13632460309350476
[26]
D’Ayala "Force and displacement based vulnerability assessment for traditional buildings" Bull Earthq Eng (2005) 10.1007/s10518-005-1239-x
[27]
Lagomarsino "Seismic assessment of rocking masonry structures" Bull Earthq Eng (2015) 10.1007/s10518-014-9609-x
[28]
Casapulla "Rocking motion of a masonry rigid block under seismic actions: a new strategy based on the progressive correction of the resonance response" Ingegneria Sismica (2010)
[29]
Casapulla "On the resonance conditions of rigid rocking blocks" Int J Eng Technol (2015)
[30]
Casapulla C, Maione A, Free damped vibrations of rocking rigid blocks as uniformly accelerated motions, Int J Struct Stab Dy, in press. http://dx.doi.org/10.1142/S0219455417500584. 10.1142/s0219455417500584
[31]
Casapulla "A simplified equation of motion for free rocking rigid blocks" (2016)
[32]
Casapulla "The relevance of frictional resistances in out-of-plane mechanisms of block masonry structures" (2016)
[33]
De Buhan "A homogenisation approach to the ultimate strength of brick masonry" J Mech Phys Solids (1997) 10.1016/s0022-5096(97)00002-1
[34]
Orduña (2003)
[35]
Lin "Experimental structural behavior of wall-diaphragm connections for older masonry buildings" Constr Build Mater (2012) 10.1016/j.conbuildmat.2011.06.008
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References
Details
Published
Nov 01, 2016
Vol/Issue
126
Pages
158-173
License
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Funding
Italian Civil Protection
Cite This Article
C. Casapulla, L.U. Argiento (2016). The comparative role of friction in local out-of-plane mechanisms of masonry buildings. Pushover analysis and experimental investigation. Engineering Structures, 126, 158-173. https://doi.org/10.1016/j.engstruct.2016.07.036