메뉴 건너뛰기




Volumn 147, Issue , 2015, Pages 244-249

Closed-form solutions for FRP strengthening of masonry vaults

Author keywords

Fibre reinforced polymers; Masonry structures; Operative applicability; Refurbishment; Theoretical formulation; Vaulted surfaces

Indexed keywords

CALCULATIONS; FIBER REINFORCED PLASTICS; REINFORCEMENT;

EID: 84912557956     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2014.09.007     Document Type: Article
Times cited : (43)

References (40)
  • 1
    • 0004942133 scopus 로고
    • The stone skeleton
    • J. Heyman The stone skeleton Int J Solids Struct 2 1966 240 279
    • (1966) Int J Solids Struct , vol.2 , pp. 240-279
    • Heyman, J.1
  • 2
    • 0043252935 scopus 로고
    • Limit analysis of voussoir (segmental) and concrete arches
    • A. Kooharian Limit analysis of voussoir (segmental) and concrete arches Proc Am Concr Inst 89 1953 317 328
    • (1953) Proc Am Concr Inst , vol.89 , pp. 317-328
    • Kooharian, A.1
  • 3
    • 85014457650 scopus 로고
    • Stability of cohesive crack model: Part I: Energy principles
    • Z.P. Bazant, and Y.N. Li Stability of cohesive crack model: Part I: energy principles J Appl Mech 62 12 1995 959 964
    • (1995) J Appl Mech , vol.62 , Issue.12 , pp. 959-964
    • Bazant, Z.P.1    Li, Y.N.2
  • 4
  • 5
    • 0001571587 scopus 로고
    • Constitutive equation and compatibility of the external loads for linear-elastic masonry materials
    • G. Del Piero Constitutive equation and compatibility of the external loads for linear-elastic masonry materials J Meccanica 24 3 1989 150 162
    • (1989) J Meccanica , vol.24 , Issue.3 , pp. 150-162
    • Del Piero, G.1
  • 6
    • 58149204332 scopus 로고    scopus 로고
    • The analysis of masonry architecture: A historical approach
    • S. Huerta The analysis of masonry architecture: a historical approach Archit Sci Rev 51 4 2008 297 328
    • (2008) Archit Sci Rev , vol.51 , Issue.4 , pp. 297-328
    • Huerta, S.1
  • 7
    • 0242266285 scopus 로고    scopus 로고
    • Discrete element modeling of the seismic behaviour of stone masonry arches
    • G.N. Pande, J. Middleton, B. Kralj, E & FN Spon London
    • J.V. Lemos Discrete element modeling of the seismic behaviour of stone masonry arches G.N. Pande, J. Middleton, B. Kralj, Computer methods in structural masonry vol. 4 1997 E & FN Spon London 220 227
    • (1997) Computer Methods in Structural Masonry , vol.4 , pp. 220-227
    • Lemos, J.V.1
  • 8
    • 0018106711 scopus 로고
    • Limit analysis of structures formed from rigid blocks
    • R.K. Livesley Limit analysis of structures formed from rigid blocks Int J Numer Methods Eng 12 12 1978 1853 1871
    • (1978) Int J Numer Methods Eng , vol.12 , Issue.12 , pp. 1853-1871
    • Livesley, R.K.1
  • 9
    • 0343053686 scopus 로고
    • A computational model for the limit analysis of three-dimensional masonry structures
    • R.K. Livesley A computational model for the limit analysis of three-dimensional masonry structures J Meccanica 27 3 1992 161 172
    • (1992) J Meccanica , vol.27 , Issue.3 , pp. 161-172
    • Livesley, R.K.1
  • 10
    • 81555227168 scopus 로고
    • Limit analysis of masonry structures based on discrete elements
    • C.A. Brebbia, R.J.B. Frewer, Computational Mechanics Publications Southampton
    • E.A.W. Maunder Limit analysis of masonry structures based on discrete elements C.A. Brebbia, R.J.B. Frewer, Structural repair and maintenance of historical buildings III 1993 Computational Mechanics Publications Southampton 367 374
    • (1993) Structural Repair and Maintenance of Historical Buildings III , pp. 367-374
    • Maunder, E.A.W.1
  • 11
    • 0032099172 scopus 로고    scopus 로고
    • Capacity of masonry arches and spatial frames
    • C. Molins, and P. Roca Capacity of masonry arches and spatial frames J Struct Eng (ASCE) 124 6 1998 653 663
    • (1998) J Struct Eng (ASCE) , vol.124 , Issue.6 , pp. 653-663
    • Molins, C.1    Roca, P.2
  • 12
    • 0029677633 scopus 로고    scopus 로고
    • Is no-tension design of concrete or rock structures always safe? - Fracture analysis
    • Z.P. Bazant Is no-tension design of concrete or rock structures always safe? - Fracture analysis J Struct Eng ASCE 122 1 1996 2 10
    • (1996) J Struct Eng ASCE , vol.122 , Issue.1 , pp. 2-10
    • Bazant, Z.P.1
  • 13
    • 70249120095 scopus 로고    scopus 로고
    • Mechanics of masonry vaults: The equilibrium approach
    • Lourenco PB, Roca P, editors Guimaraes, Portugal
    • Huerta S. Mechanics of masonry vaults: the equilibrium approach. In: Lourenco PB, Roca P, editors. Proceedings of historical constructions. Guimaraes, Portugal; 2001. p. 47-69.
    • (2001) Proceedings of Historical Constructions , pp. 47-69
    • Huerta, S.1
  • 14
    • 84885186593 scopus 로고    scopus 로고
    • Equilibrium models for helicoidal laterally supported staircases
    • A. Baratta, and I. Corbi Equilibrium models for helicoidal laterally supported staircases J Comput Struct 124 2013 21 28 10.1016/j.compstruc.2012.11.007
    • (2013) J Comput Struct , vol.124 , pp. 21-28
    • Baratta, A.1    Corbi, I.2
  • 15
    • 2442614071 scopus 로고    scopus 로고
    • Plane of elastic non-resisting tension material under foundation structures
    • A. Baratta, and I. Corbi Plane of elastic non-resisting tension material under foundation structures Int J Numer Anal Methods Geomech 28 2004 531 542 10.1002/nag.349
    • (2004) Int J Numer Anal Methods Geomech , vol.28 , pp. 531-542
    • Baratta, A.1    Corbi, I.2
  • 16
    • 27844569860 scopus 로고    scopus 로고
    • Spatial foundation structures over no-tension soil
    • A. Baratta, and I. Corbi Spatial foundation structures over no-tension soil Int J Numer Anal Methods Geomech 29 2005 1363 1386 10.1002/nag.464
    • (2005) Int J Numer Anal Methods Geomech , vol.29 , pp. 1363-1386
    • Baratta, A.1    Corbi, I.2
  • 17
    • 21244499430 scopus 로고    scopus 로고
    • On variational approaches in NRT continua
    • [Elsevier Science]
    • A. Baratta, and O. Corbi On variational approaches in NRT continua Int J Solids Struct 42 2005 5307 5321 10.1016/j.ijsolstr.2005.03.075 [Elsevier Science]
    • (2005) Int J Solids Struct , vol.42 , pp. 5307-5321
    • Baratta, A.1    Corbi, O.2
  • 18
    • 84907262070 scopus 로고    scopus 로고
    • Bounds on the Elastic Brittle solution in bodies reinforced with FRP/FRCM composite provisions
    • A. Baratta, I. Corbi, and O. Corbi Bounds on the Elastic Brittle solution in bodies reinforced with FRP/FRCM composite provisions J Compos Part B: Eng 68 2014 230 236 10.1016/j.compositesb.2014.07.027
    • (2014) J Compos Part B: Eng , vol.68 , pp. 230-236
    • Baratta, A.1    Corbi, I.2    Corbi, O.3
  • 19
    • 84886693298 scopus 로고    scopus 로고
    • The treatment of masonry vaults through the Monge-Ampère equation
    • ISSN: 19980140
    • A. Baratta, and O. Corbi The treatment of masonry vaults through the Monge-Ampère equation Int J Math Models Methods Appl Sci 7 10 2013 854 862 ISSN: 19980140
    • (2013) Int J Math Models Methods Appl Sci , vol.7 , Issue.10 , pp. 854-862
    • Baratta, A.1    Corbi, O.2
  • 20
    • 77955271186 scopus 로고    scopus 로고
    • On the equilibrium and admissibility coupling in NT vaults of general shape
    • A. Baratta, and O. Corbi On the equilibrium and admissibility coupling in NT vaults of general shape Int J Solids Struct 47 17 2010 2276 2284 10.1016/j.ijsolstr.2010.02.024
    • (2010) Int J Solids Struct , vol.47 , Issue.17 , pp. 2276-2284
    • Baratta, A.1    Corbi, O.2
  • 21
    • 78751673497 scopus 로고    scopus 로고
    • An approach to masonry structural analysis by the no-tension assumption - Part I: Material modeling, theoretical setup, and closed form solutions
    • A. Baratta, and O. Corbi An approach to masonry structural analysis by the no-tension assumption - Part I: material modeling, theoretical setup, and closed form solutions Appl Mech Rev 63 4 2010 040802-1 040802-17 10.1115/1.4002790
    • (2010) Appl Mech Rev , vol.63 , Issue.4 , pp. 0408021-04080217
    • Baratta, A.1    Corbi, O.2
  • 22
    • 78751673497 scopus 로고    scopus 로고
    • An approach to masonry structural analysis by the no-tension assumption - Part II: Load singularities, numerical implementation and applications
    • A. Baratta, and O. Corbi An approach to masonry structural analysis by the no-tension assumption - Part II: load singularities, numerical implementation and applications Appl Mech Rev 63 4 2010 040803-1 040803-21 10.1115/1.4002791
    • (2010) Appl Mech Rev , vol.63 , Issue.4 , pp. 0408031-04080321
    • Baratta, A.1    Corbi, O.2
  • 23
    • 81555219362 scopus 로고    scopus 로고
    • On the statics of no-tension masonry-like vaults and shells: Solution domains, operative treatment and numerical validation
    • A. Baratta, and O. Corbi On the statics of no-tension masonry-like vaults and shells: solution domains, operative treatment and numerical validation Ann Solid Struct Mech 2 2-4 2011 107 122 10.1007/s12356-011-0022-8
    • (2011) Ann Solid Struct Mech , vol.2 , Issue.24 , pp. 107-122
    • Baratta, A.1    Corbi, O.2
  • 24
    • 84891878955 scopus 로고    scopus 로고
    • Contribution of the fill to the static behaviour of arched masonry structures: Theoretical formulation
    • A. Baratta, and O. Corbi Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation J Acta Mech 225 1 2014 53 66 10.1007/s00707-013-0935-x
    • (2014) J Acta Mech , vol.225 , Issue.1 , pp. 53-66
    • Baratta, A.1    Corbi, O.2
  • 25
    • 4944222762 scopus 로고    scopus 로고
    • Optimal design of base-isolators in multi-storey buildings
    • A. Baratta, and I. Corbi Optimal design of base-isolators in multi-storey buildings Int J Comput Struct 82 23-26 2004 2199 2209 10.1016/j.compstruc.2004.03.061
    • (2004) Int J Comput Struct , vol.82 , Issue.2326 , pp. 2199-2209
    • Baratta, A.1    Corbi, I.2
  • 26
    • 84886425193 scopus 로고    scopus 로고
    • Preservation provisions for the environmental protection of Egyptian monuments subject to structural vibrations
    • O. Corbi, A.H. Zaghw, A. Elattar, and A. Saleh Preservation provisions for the environmental protection of Egyptian monuments subject to structural vibrations Int J Mech 7 3 2013 172 179
    • (2013) Int J Mech , vol.7 , Issue.3 , pp. 172-179
    • Corbi, O.1    Zaghw, A.H.2    Elattar, A.3    Saleh, A.4
  • 27
    • 84886439731 scopus 로고    scopus 로고
    • Properties and desgin of dissipative viscorecentring SMA members for civil structures
    • O. Corbi, and A.H. Zaghw Properties and desgin of dissipative viscorecentring SMA members for civil structures Int J Mech 7 3 2013 285 292
    • (2013) Int J Mech , vol.7 , Issue.3 , pp. 285-292
    • Corbi, O.1    Zaghw, A.H.2
  • 28
    • 84886427722 scopus 로고    scopus 로고
    • Shaking table testing for structural analysis
    • I. Corbi, and Z.T. Rakicevic Shaking table testing for structural analysis Int J Mech 7 4 2013 459 466
    • (2013) Int J Mech , vol.7 , Issue.4 , pp. 459-466
    • Corbi, I.1    Rakicevic, Z.T.2
  • 29
    • 84886414257 scopus 로고    scopus 로고
    • Nonlinear seismic analysis to evaluate the effectiveness of damped braces designed for retrofitting R.C. Framed structures
    • F. Mazza, and A. Vulcano Nonlinear seismic analysis to evaluate the effectiveness of damped braces designed for retrofitting r.c. framed structures Int J Mech 7 3 2013 251 261
    • (2013) Int J Mech , vol.7 , Issue.3 , pp. 251-261
    • Mazza, F.1    Vulcano, A.2
  • 30
    • 7544233407 scopus 로고    scopus 로고
    • Epicentral distribution of seismic sources over the territory
    • A. Baratta, and I. Corbi Epicentral distribution of seismic sources over the territory Int J Adv Eng Softw 35 10-11 2004 663 667 10.1016/j.advengsoft.2004.03.015
    • (2004) Int J Adv Eng Softw , vol.35 , Issue.1011 , pp. 663-667
    • Baratta, A.1    Corbi, I.2
  • 31
    • 25644455352 scopus 로고    scopus 로고
    • Evaluation of the hazard density function at the site
    • A. Baratta, and I. Corbi Evaluation of the hazard density function at the site Int J Comput Struct 83 28-30 2005 2503 2512 10.1016/j.compstruc.2005.03.038
    • (2005) Int J Comput Struct , vol.83 , Issue.2830 , pp. 2503-2512
    • Baratta, A.1    Corbi, I.2
  • 32
    • 35148879207 scopus 로고    scopus 로고
    • Stress analysis of masonry vaults and static efficacy of FRP repairs
    • A. Baratta, and O. Corbi Stress analysis of masonry vaults and static efficacy of FRP repairs Int J Solids Struct 44 24 2007 8028 8056 10.1016/j.ijsolstr.2007.05.024
    • (2007) Int J Solids Struct , vol.44 , Issue.24 , pp. 8028-8056
    • Baratta, A.1    Corbi, O.2
  • 33
    • 84897980315 scopus 로고    scopus 로고
    • Topology optimization for reinforcement of no-tension structures
    • A. Baratta, and I. Corbi Topology optimization for reinforcement of no-tension structures J Acta Mech 225 2014 663 678 10.1007/s00707-013-0987-y
    • (2014) J Acta Mech , vol.225 , pp. 663-678
    • Baratta, A.1    Corbi, I.2
  • 34
    • 84879642203 scopus 로고    scopus 로고
    • An approach to the positioning of FRP provisions in vaulted masonry structures
    • A. Baratta, and O. Corbi An approach to the positioning of FRP provisions in vaulted masonry structures J Compos Part B: Eng 53 2013 334 341 10.1016/j.compositesb.2013.04.043
    • (2013) J Compos Part B: Eng , vol.53 , pp. 334-341
    • Baratta, A.1    Corbi, O.2
  • 35
    • 85083470502 scopus 로고    scopus 로고
    • Placement of fibre reinforced polymer provision in no-tension vaults using the vault inequality system
    • B.H.V. Topping, Civil-Comp Press Stirlingshire, UK 10.4203/ccp.99.280 Paper 280
    • A. Baratta, and O. Corbi Placement of fibre reinforced polymer provision in no-tension vaults using the vault inequality system B.H.V. Topping, Proceedings of the eleventh international conference on computational structures technology 2012 Civil-Comp Press Stirlingshire, UK 11 10.4203/ccp.99.280 Paper 280
    • (2012) Proceedings of the Eleventh International Conference on Computational Structures Technology , pp. 11
    • Baratta, A.1    Corbi, O.2
  • 36
    • 84872164689 scopus 로고    scopus 로고
    • FRP reinforcement of masonry panels by means of C-fiber strips
    • I. Corbi FRP reinforcement of masonry panels by means of C-fiber strips Compos Part B: Eng 47 2013 348 356 10.1016/j.compositesb.2012.11.005
    • (2013) Compos Part B: Eng , vol.47 , pp. 348-356
    • Corbi, I.1
  • 37
    • 84873296274 scopus 로고    scopus 로고
    • On the numerical and experimental strengthening assessment of tufa masonry with FRP
    • D. Foti On the numerical and experimental strengthening assessment of tufa masonry with FRP Mech Adv Mater Struct 20 2 2013 163 175 10.1080/15376494.2012.743634
    • (2013) Mech Adv Mater Struct , vol.20 , Issue.2 , pp. 163-175
    • Foti, D.1
  • 38
    • 84870400665 scopus 로고    scopus 로고
    • Use of recycled waste pet bottles fibers for the reinforcement of concrete
    • D. Foti Use of recycled waste pet bottles fibers for the reinforcement of concrete J Compos Struct 96 2013 396 404 10.1016/j.compstruct.2012.09.019
    • (2013) J Compos Struct , vol.96 , pp. 396-404
    • Foti, D.1
  • 39
    • 0004267646 scopus 로고
    • Princeton University Press Princeton, NJ
    • R.T. Rockafellar Convex analysis 1970 Princeton University Press Princeton, NJ
    • (1970) Convex Analysis
    • Rockafellar, R.T.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.