메뉴 건너뛰기




Volumn 13, Issue 4, 2015, Pages 1051-1071

Seismic assessment of existing and strengthened stone-masonry buildings: Critical issues and possible strategies

Author keywords

Equivalent frame; Multi body dynamics; Seismic assessment; Shaking table tests; Stone masonry

Indexed keywords

FLOORS; MASONRY CONSTRUCTION; MASONRY MATERIALS; NONLINEAR ANALYSIS; QUALITY CONTROL; SEISMIC RESPONSE;

EID: 84924852405     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-014-9659-0     Document Type: Article
Times cited : (60)

References (77)
  • 1
    • 10244249710 scopus 로고    scopus 로고
    • Performance-based engineering concepts for unreinforced masonry building structures
    • Abrams DP (2001) Performance-based engineering concepts for unreinforced masonry building structures. Prog Struct Eng Mater 3:48–56.
    • (2001) Prog Struct Eng Mater , vol.3 , pp. 48-56
    • Abrams, D.P.1
  • 2
    • 84869135395 scopus 로고    scopus 로고
    • Rapid seismic evaluation of historic brick-masonry buildings in Vienna (Austria) based on visual screening
    • Achs G, Adam C (2012) Rapid seismic evaluation of historic brick-masonry buildings in Vienna (Austria) based on visual screening. Bull Earthq Eng 10:1833–1856.
    • (2012) Bull Earthq Eng , vol.10 , pp. 1833-1856
    • Achs, G.1    Adam, C.2
  • 3
    • 84906991898 scopus 로고    scopus 로고
    • Andreotti C, Liberatore D, Sorrentino L (2014) Identifying seismic local collapse mechanisms in unreinforced masonry buildings through 3D laser scanning. Key Eng Mater (in press).
  • 4
    • 84924851744 scopus 로고    scopus 로고
    • AS3700 (2011) Australian Standard, Masonry Structures.
  • 7
    • 43949112141 scopus 로고    scopus 로고
    • Standard test method for diagonal tension (shear) in masonry assemblage
    • West Conshohocken: PA
    • ASTM (2002) Standard test method for diagonal tension (shear) in masonry assemblage, ASTM E 519–02. West Conshohocken, PA.
    • (2002) ASTM E 519–02
  • 8
    • 54049085824 scopus 로고    scopus 로고
    • An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings
    • Belmouden Y, Lestuzzi P (2009) An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings. Constr Build Mater 23(1):40–53.
    • (2009) Constr Build Mater , vol.23 , Issue.1 , pp. 40-53
    • Belmouden, Y.1    Lestuzzi, P.2
  • 10
    • 84893755974 scopus 로고    scopus 로고
    • Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms
    • Betti M, Galano L, Vignoli A (2014) Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms. Eng Struct 61:195–208.
    • (2014) Eng Struct , vol.61 , pp. 195-208
    • Betti, M.1    Galano, L.2    Vignoli, A.3
  • 11
    • 19044361809 scopus 로고    scopus 로고
    • Historic masonry buildings: necessity of a classification of structures and masonries for the adequate choice of analytical models
    • Proceedings of the STRUMAS VI, Rome:
    • Binda L, Penazzi D, Saisi A (2003) Historic masonry buildings: necessity of a classification of structures and masonries for the adequate choice of analytical models. In: Proceedings of the STRUMAS VI, Rome.
    • (2003) In
    • Binda, L.1    Penazzi, D.2    Saisi, A.3
  • 12
    • 77249173434 scopus 로고    scopus 로고
    • Identification of shear parameters of masonry panels through the in-situ diagonal compression test
    • Brignola A, Frumento S, Lagomarsino S, Podestà S (2008) Identification of shear parameters of masonry panels through the in-situ diagonal compression test. Int J Archit Herit 3:52–73.
    • (2008) Int J Archit Herit , vol.3 , pp. 52-73
    • Brignola, A.1    Frumento, S.2    Lagomarsino, S.3    Podestà, S.4
  • 13
    • 85031823337 scopus 로고    scopus 로고
    • Experimental evaluation of the in-plane stiffness of timber diaphragms
    • Brignola A, Pampanin S, Podestà S (2012) Experimental evaluation of the in-plane stiffness of timber diaphragms. Earthq Spectra 28:1687–1709.
    • (2012) Earthq Spectra , vol.28 , pp. 1687-1709
    • Brignola, A.1    Pampanin, S.2    Podestà, S.3
  • 14
    • 79952345219 scopus 로고    scopus 로고
    • Modelling of vaults as equivalent diaphragms in 3D seismic analysis of masonry buildings. In: Structural analysis of historic construction
    • Francis, London:
    • Cattari S, Resemini S, Lagomarsino S (2008) Modelling of vaults as equivalent diaphragms in 3D seismic analysis of masonry buildings. In: Structural analysis of historic construction. Taylor & Francis, London.
    • (2008) Taylor &
    • Cattari, S.1    Resemini, S.2    Lagomarsino, S.3
  • 15
    • 0041378246 scopus 로고    scopus 로고
    • In situ shear and compression tests in ancient stone masonry walls of Tuscany, Italy
    • Chiostrini S, Galano L, Vignoli A (2003) In situ shear and compression tests in ancient stone masonry walls of Tuscany, Italy. J Test Eval ASTM 31(4):289–303.
    • (2003) J Test Eval ASTM , vol.31 , Issue.4 , pp. 289-303
    • Chiostrini, S.1    Galano, L.2    Vignoli, A.3
  • 16
    • 0038347268 scopus 로고    scopus 로고
    • Experimental study on the determination of strength of masonry walls
    • Corradi M, Borri A, Vignoli A (2003) Experimental study on the determination of strength of masonry walls. Constr Build Mater 17:325–337.
    • (2003) Constr Build Mater , vol.17 , pp. 325-337
    • Corradi, M.1    Borri, A.2    Vignoli, A.3
  • 17
    • 84924851239 scopus 로고    scopus 로고
    • Seismic assessment of the out-of-plane performance of traditional stone masonry walls. Ph.D. Thesis
    • Universidade do Porto, Porto:
    • Costa AA (2012) Seismic assessment of the out-of-plane performance of traditional stone masonry walls. Ph.D. Thesis, Faculdade de Engenharia, Universidade do Porto, Porto.
    • (2012) Faculdade de Engenharia
    • Costa, A.A.1
  • 18
    • 84885471862 scopus 로고    scopus 로고
    • Out-of-plane behaviour of a full scale stone masonry façade. Part 1: specimen and ground motion selection
    • Costa AA, Arêde A, Campos Costa A, Penna A, Costa A (2013a) Out-of-plane behaviour of a full scale stone masonry façade. Part 1: specimen and ground motion selection. Earthq Eng Struct Dyn 42:2081–2095.
    • (2013) Earthq Eng Struct Dyn , vol.42 , pp. 2081-2095
    • Costa, A.A.1    Arêde, A.2    Campos Costa, A.3    Penna, A.4    Costa, A.5
  • 19
    • 84885445787 scopus 로고    scopus 로고
    • Out-of-plane behaviour of a full scale stone masonry façade. Part 2: shaking table tests
    • Costa AA, Arêde A, Campos Costa A, Penna A, Costa A (2013b) Out-of-plane behaviour of a full scale stone masonry façade. Part 2: shaking table tests. Earthq Eng Struct Dyn 42:2097–2111.
    • (2013) Earthq Eng Struct Dyn , vol.42 , pp. 2097-2111
    • Costa, A.A.1    Arêde, A.2    Campos Costa, A.3    Penna, A.4    Costa, A.5
  • 20
    • 84887201861 scopus 로고    scopus 로고
    • Free rocking response of a regular stone masonry wall with equivalent block approach: experimental and analytical evaluation
    • Costa AA, Arêde A, Penna A, Costa A (2013c) Free rocking response of a regular stone masonry wall with equivalent block approach: experimental and analytical evaluation. Earthq Eng Struct Dyn 42:2297–2319.
    • (2013) Earthq Eng Struct Dyn , vol.42 , pp. 2297-2319
    • Costa, A.A.1    Arêde, A.2    Penna, A.3    Costa, A.4
  • 21
    • 79959233643 scopus 로고    scopus 로고
    • Modeling masonry historic buildings by multi-body dynamics
    • D’Ayala D, Shi Y (2011) Modeling masonry historic buildings by multi-body dynamics. Int J Archit Herit 5:483–512.
    • (2011) Int J Archit Herit , vol.5 , pp. 483-512
    • D’Ayala, D.1    Shi, Y.2
  • 22
    • 0142188729 scopus 로고    scopus 로고
    • Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings
    • D’Ayala D, Speranza E (2003) Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings. Earthq Spectra 19(3):479–509.
    • (2003) Earthq Spectra , vol.19 , Issue.3 , pp. 479-509
    • D’Ayala, D.1    Speranza, E.2
  • 23
    • 79959277191 scopus 로고    scopus 로고
    • Out-of-plane seismic capacity of masonry depending on wall section morphology
    • de Felice G (2011) Out-of-plane seismic capacity of masonry depending on wall section morphology. Int J Archit Herit 5(4–5):466–482.
    • (2011) Int J Archit Herit , vol.5 , Issue.4-5 , pp. 466-482
    • de Felice, G.1
  • 24
    • 0035533346 scopus 로고    scopus 로고
    • Out-of-plane seismic resistance of masonry walls
    • de Felice G, Giannini R (2001) Out-of-plane seismic resistance of masonry walls. J Earthq Eng 5(2):253–271.
    • (2001) J Earthq Eng , vol.5 , Issue.2 , pp. 253-271
    • de Felice, G.1    Giannini, R.2
  • 25
    • 0003877066 scopus 로고
    • Le Chiese e il Terremoto
    • Trieste, Italy:
    • Doglioni F, Moretti A, Petrini V (1994) Le Chiese e il Terremoto. LINT, Trieste, Italy (in Italian).
    • (1994) LINT
    • Doglioni, F.1    Moretti, A.2    Petrini, V.3
  • 26
    • 0036532227 scopus 로고    scopus 로고
    • Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls
    • Doherty K, Griffith MC, Lam N, Wilson L (2002) Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls. Earthq Eng Struct Dyn 31(4):833–850.
    • (2002) Earthq Eng Struct Dyn , vol.31 , Issue.4 , pp. 833-850
    • Doherty, K.1    Griffith, M.C.2    Lam, N.3    Wilson, L.4
  • 27
    • 84924851985 scopus 로고    scopus 로고
    • Dolce M, Ponzo FC, Goretti A, Moroni C, Nigro D, Giordano F, De Canio G, Marnetto R (2008) 3d dynamic tests on 2/3 scale masonry buildings retrofitted with different systems. In: Proceedings of the 14th WCEE, Beijing.
  • 28
    • 84924851800 scopus 로고    scopus 로고
    • Eurocode 8: design of structures for earthquake resistance, part 3: strengthening and repair of buildings—CEN
    • EN 1998-3 (2005) Eurocode 8: design of structures for earthquake resistance, part 3: strengthening and repair of buildings—CEN, Bruxelles.
    • (2005) Bruxelles
    • 1998-3, E.N.1
  • 30
    • 80052580679 scopus 로고    scopus 로고
    • Numerical modeling of the in-plane behavior of historical brick masonry walls
    • Furtmüller T, Adam C (2011) Numerical modeling of the in-plane behavior of historical brick masonry walls. Acta Mech 221:65–77.
    • (2011) Acta Mech , vol.221 , pp. 65-77
    • Furtmüller, T.1    Adam, C.2
  • 31
    • 84924851406 scopus 로고    scopus 로고
    • On the use of pushover analysis for existing masonry buildings. In: Proceedings of the 13th European conference on earthquake engineering
    • Galasco A, Lagomarsino S, Penna A (2006) On the use of pushover analysis for existing masonry buildings. In: Proceedings of the 13th European conference on earthquake engineering, Geneva (CH).
    • (2006) Geneva (CH)
    • Galasco, A.1    Lagomarsino, S.2    Penna, A.3
  • 32
    • 84924851113 scopus 로고    scopus 로고
    • In-plane cyclic shear tests of undressed double leaf stone masonry panels. In: Proceedings of the 14th ECEE
    • Galasco A, Magenes G, Penna A, Da Paré M (2010) In-plane cyclic shear tests of undressed double leaf stone masonry panels. In: Proceedings of the 14th ECEE, Ohrid.
    • (2010) Ohrid
    • Galasco, A.1    Magenes, G.2    Penna, A.3    Da Paré, M.4
  • 34
    • 84973616559 scopus 로고    scopus 로고
    • Wooden roof box structure for the anti-seismic strengthening of historic buildings
    • Giuriani E, Marini A (2008) Wooden roof box structure for the anti-seismic strengthening of historic buildings. Int J Archit Herit 2:226–246.
    • (2008) Int J Archit Herit , vol.2 , pp. 226-246
    • Giuriani, E.1    Marini, A.2
  • 35
    • 85018780344 scopus 로고    scopus 로고
    • Experimental cyclic behaviour of stone masonry spandrels. In: Proceedings of the 15th WCEE
    • Graziotti F, Magenes G, Penna A (2012) Experimental cyclic behaviour of stone masonry spandrels. In: Proceedings of the 15th WCEE, Lisbon.
    • (2012) Lisbon
    • Graziotti, F.1    Magenes, G.2    Penna, A.3
  • 37
    • 0038676374 scopus 로고    scopus 로고
    • Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation
    • Griffith MC, Magenes G, Melis G, Picchi L (2003) Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation. J Earthq Eng 7(1):141–169.
    • (2003) J Earthq Eng , vol.7 , Issue.1 , pp. 141-169
    • Griffith, M.C.1    Magenes, G.2    Melis, G.3    Picchi, L.4
  • 38
    • 84924851396 scopus 로고    scopus 로고
    • Behaviour of masonry structures during the Kashmir 2005 earthquake. In: Proceedings of the 1st ECEES
    • Javed M, Naeem Kahn A, Penna A, Magenes G (2006) Behaviour of masonry structures during the Kashmir 2005 earthquake. In: Proceedings of the 1st ECEES, Geneva.
    • (2006) Geneva
    • Javed, M.1    Naeem Kahn, A.2    Penna, A.3    Magenes, G.4
  • 39
    • 84918499240 scopus 로고    scopus 로고
    • Seismic assessment of rocking masonry structures. Bull Earthq Eng
    • Lagomarsino S (2014) Seismic assessment of rocking masonry structures. Bull Earthq Eng. doi:10.1007/s10518-014-9609-x.
    • (2014) doi:10.1007/s10518-014-9609-x
    • Lagomarsino, S.1
  • 40
    • 84918530507 scopus 로고    scopus 로고
    • PERPETUATE guidelines for seismic performance-based assessment of cultural heritage masonry structures, Bull Earthq Eng (under review:
    • Lagomarsino S, Cattari S (2014) PERPETUATE guidelines for seismic performance-based assessment of cultural heritage masonry structures. Bull Earthq Eng (under review).
    • (2014) Cattari S
    • Lagomarsino, S.1
  • 41
    • 84883824622 scopus 로고    scopus 로고
    • TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings
    • Lagomarsino S, Penna A, Galasco A, Cattari S (2013) TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings. Eng Struct 56:1787–1799.
    • (2013) Eng Struct , vol.56 , pp. 1787-1799
    • Lagomarsino, S.1    Penna, A.2    Galasco, A.3    Cattari, S.4
  • 42
    • 67650479730 scopus 로고    scopus 로고
    • The assessment of damage limitation state in the seismic analysis of monumental buildings
    • Lagomarsino S, Resemini S (2009) The assessment of damage limitation state in the seismic analysis of monumental buildings. Earthq Spectra 25(2):323–346.
    • (2009) Earthq Spectra , vol.25 , Issue.2 , pp. 323-346
    • Lagomarsino, S.1    Resemini, S.2
  • 43
    • 84973644334 scopus 로고    scopus 로고
    • Discrete element modeling of masonry structures
    • Lemos JV (2007) Discrete element modeling of masonry structures. Int J Archit Herit 1(2):190–213.
    • (2007) Int J Archit Herit , vol.1 , Issue.2 , pp. 190-213
    • Lemos, J.V.1
  • 44
    • 84924851534 scopus 로고    scopus 로고
    • Masonry building design in seismic areas: recent experiences and prospective from a European standpoint. In: Proceedings of the 1st ECEES
    • Magenes G (2006) Masonry building design in seismic areas: recent experiences and prospective from a European standpoint. In: Proceedings of the 1st ECEES, Geneva.
    • (2006) Geneva
    • Magenes, G.1
  • 46
    • 84924851926 scopus 로고    scopus 로고
    • Seismic design and assessment of masonry buildings in Europe: recent research and code development issues. In: Proceedings of the 9th Australasian masonry conference
    • Magenes G, Penna A (2011) Seismic design and assessment of masonry buildings in Europe: recent research and code development issues. In: Proceedings of the 9th Australasian masonry conference, Queenstown.
    • (2011) Queenstown
    • Magenes, G.1    Penna, A.2
  • 48
    • 84924851440 scopus 로고    scopus 로고
    • Experimental characterisation of stone masonry mechanical properties. In: Proceedings of the 8th international masonry conference
    • Magenes G, Penna A, Galasco A, Rota M (2010b) Experimental characterisation of stone masonry mechanical properties. In: Proceedings of the 8th international masonry conference, Dresden.
    • (2010) Dresden
    • Magenes, G.1    Penna, A.2    Galasco, A.3    Rota, M.4
  • 49
    • 84890281366 scopus 로고    scopus 로고
    • Shaking table test of a strengthened full scale stone masonry building with flexible diaphragms
    • Magenes G, Penna A, Senaldi IE, Rota M, Galasco A (2014) Shaking table test of a strengthened full scale stone masonry building with flexible diaphragms. Int J Archit Herit 8(3):349–375.
    • (2014) Int J Archit Herit , vol.8 , Issue.3 , pp. 349-375
    • Magenes, G.1    Penna, A.2    Senaldi, I.E.3    Rota, M.4    Galasco, A.5
  • 50
    • 79953866026 scopus 로고    scopus 로고
    • Archeologia della produzione architettonica. Le tecniche costruttive
    • Mannoni T (2005) Archeologia della produzione architettonica. Le tecniche costruttive, Arqueología de la Arquitectura 4:11–19 (in Italian).
    • (2005) Arqueología de la Arquitectura , vol.4 , pp. 11-19
    • Mannoni, T.1
  • 51
    • 84924851902 scopus 로고    scopus 로고
    • Shaking table tests on two multi-leaf stone masonry buildings. In: Proceedings of the 11th Canadian masonry symposium
    • Mazzon N, Valluzzi MR, Aoki T, Garbin E, De Canio G, Ranieri N, Modena C (2009) Shaking table tests on two multi-leaf stone masonry buildings. In: Proceedings of the 11th Canadian masonry symposium, Toronto.
    • (2009) Toronto
    • Mazzon, N.1    Valluzzi, M.R.2    Aoki, T.3    Garbin, E.4    De Canio, G.5    Ranieri, N.6    Modena, C.7
  • 52
    • 79551692443 scopus 로고    scopus 로고
    • Definition of seismic input for out-of-plane response of unreinforced masonry: I. Formulation, a II. Parametric study
    • Menon A, Magenes G (2011) Definition of seismic input for out-of-plane response of unreinforced masonry: I. Formulation, a II. Parametric study. J Earthq Eng 15(2):165–213.
    • (2011) J Earthq Eng , vol.15 , Issue.2 , pp. 165-213
    • Menon, A.1    Magenes, G.2
  • 54
    • 84924851251 scopus 로고    scopus 로고
    • Dynamic tests on three leaf stone masonry building model before and after interventions. In: Proceedings of the 8th international conference on structural analysis of historical construction
    • Mouzakis Ch, Vintzileou E, Adami Ch-E, Karapitta L (2012) Dynamic tests on three leaf stone masonry building model before and after interventions. In: Proceedings of the 8th international conference on structural analysis of historical construction, Wroclaw.
    • (2012) Wroclaw
    • Mouzakis, C.1    Vintzileou, E.2    Adami, C.-E.3    Karapitta, L.4
  • 55
    • 84924852252 scopus 로고    scopus 로고
    • Norme Tecniche per le Costruzioni” D.M$114 gennaio 2008, S.O
    • NTC (2008) “Norme Tecniche per le Costruzioni” D.M. 14 gennaio 2008, S.O. No. 30, G.U. No. 29/2008.
    • (2008) No. 30, G.U. No. , vol.29
  • 56
    • 84924852276 scopus 로고    scopus 로고
    • New Zealand Society for Earthquake Engineering (NZSEE): assessment and improvement of the structural performance of buildings in earthquakes
    • NZSEE (2006) New Zealand Society for Earthquake Engineering (NZSEE): assessment and improvement of the structural performance of buildings in earthquakes. Recommendations of a NZSEE Study Group on Earthquake Risk Buildings.
    • (2006) Recommendations of a NZSEE Study Group on Earthquake Risk Buildings
  • 57
    • 33744958124 scopus 로고    scopus 로고
    • An efficient approach for pushover analysis of unreinforced masonry (URM) structures
    • Penelis GG (2006) An efficient approach for pushover analysis of unreinforced masonry (URM) structures. J Earthq Eng 10(3):359–379.
    • (2006) J Earthq Eng , vol.10 , Issue.3 , pp. 359-379
    • Penelis, G.G.1
  • 58
    • 84891933329 scopus 로고    scopus 로고
    • A nonlinear macroelement model for the seismic analysis of masonry buildings
    • Penna A, Lagomarsino S, Galasco A (2014a) A nonlinear macroelement model for the seismic analysis of masonry buildings. Earthq Eng Struct Dyn 43(2):159–179.
    • (2014) Earthq Eng Struct Dyn , vol.43 , Issue.2 , pp. 159-179
    • Penna, A.1    Lagomarsino, S.2    Galasco, A.3
  • 59
    • 84924851548 scopus 로고    scopus 로고
    • Numerical simulation of the experimental seismic response of unreinforced stone masonry buildings with stiffened diaphragms and improved wall-to-diaphragm connections. In: Proceedings of the 9th international masonry conference
    • Penna A, Senaldi I, Galasco A, Magenes G (2014b) Numerical simulation of the experimental seismic response of unreinforced stone masonry buildings with stiffened diaphragms and improved wall-to-diaphragm connections. In: Proceedings of the 9th international masonry conference, Guimarães.
    • (2014) Guimarães
    • Penna, A.1    Senaldi, I.2    Galasco, A.3    Magenes, G.4
  • 62
    • 84898803854 scopus 로고    scopus 로고
    • A framework for the seismic assessment of existing masonry buildings accounting for different sources of uncertainty
    • Rota M, Penna A, Magenes G (2014) A framework for the seismic assessment of existing masonry buildings accounting for different sources of uncertainty. Earthq Eng Struct Dyn 43:1045–1066.
    • (2014) Earthq Eng Struct Dyn , vol.43 , pp. 1045-1066
    • Rota, M.1    Penna, A.2    Magenes, G.3
  • 63
    • 84888128760 scopus 로고    scopus 로고
    • Experimental investigation on the seismic performance of PP-band strengthening stone masonry houses
    • Sathiparan N, Sakurai K, Numada M, Meguro K (2013) Experimental investigation on the seismic performance of PP-band strengthening stone masonry houses. Bull Earthq Eng 11:2177–2196.
    • (2013) Bull Earthq Eng , vol.11 , pp. 2177-2196
    • Sathiparan, N.1    Sakurai, K.2    Numada, M.3    Meguro, K.4
  • 64
    • 84897911160 scopus 로고    scopus 로고
    • The effect of stiffened floor and roof diaphragms on the experimental seismic response of a full scale unreinforced stone masonry building
    • Senaldi IE, Magenes G, Penna A, Galasco A, Rota M (2014) The effect of stiffened floor and roof diaphragms on the experimental seismic response of a full scale unreinforced stone masonry building. J Earthq Eng 18:407–443.
    • (2014) J Earthq Eng , vol.18 , pp. 407-443
    • Senaldi, I.E.1    Magenes, G.2    Penna, A.3    Galasco, A.4    Rota, M.5
  • 65
    • 84924851858 scopus 로고    scopus 로고
    • Abaqus analysis user’s manual. Providence, RI
    • Simulia (2008) Abaqus analysis user’s manual. Providence, RI, USA.
    • (2008) USA
  • 66
    • 48149084747 scopus 로고    scopus 로고
    • Seismically induced one-sided rocking response of unreinforced masonry façades
    • Sorrentino L, Kunnath S, Monti G, Scalora G (2008) Seismically induced one-sided rocking response of unreinforced masonry façades. Eng Struct 30(8):2140–2153.
    • (2008) Eng Struct , vol.30 , Issue.8 , pp. 2140-2153
    • Sorrentino, L.1    Kunnath, S.2    Monti, G.3    Scalora, G.4
  • 67
    • 80052515182 scopus 로고    scopus 로고
    • The relevance of energy damping in unreinforced masonry rocking mechanisms. Experimental and analytic investigations
    • Sorrentino L, AlShawa O, Decanini LD (2011) The relevance of energy damping in unreinforced masonry rocking mechanisms. Experimental and analytic investigations. Bull Earthq Eng 9(5):1617–1642.
    • (2011) Bull Earthq Eng , vol.9 , Issue.5 , pp. 1617-1642
    • Sorrentino, L.1    AlShawa, O.2    Decanini, L.D.3
  • 69
    • 78650076104 scopus 로고    scopus 로고
    • Seismic engineering of monuments
    • Tassios TP (2010) Seismic engineering of monuments. Bull Earthq Eng 8:1231–1265.
    • (2010) Bull Earthq Eng , vol.8 , pp. 1231-1265
    • Tassios, T.P.1
  • 70
    • 84924851775 scopus 로고    scopus 로고
    • The refurbishment of existing timber floors: characterization of the in-plane behaviour. In: Proceedings of the 1st international conference PROHITECH
    • Tomasi R, Baldessari C, Piazza M (2009) The refurbishment of existing timber floors: characterization of the in-plane behaviour. In: Proceedings of the 1st international conference PROHITECH, Rome.
    • (2009) Rome
    • Tomasi, R.1    Baldessari, C.2    Piazza, M.3
  • 71
    • 79959239125 scopus 로고    scopus 로고
    • Seismic resistance of masonry buildings in historic urban and rural nuclei: lessons learned in Slovenia
    • Tomaževič M (2011) Seismic resistance of masonry buildings in historic urban and rural nuclei: lessons learned in Slovenia. Int J Archit Herit 5:436–465.
    • (2011) Int J Archit Herit , vol.5 , pp. 436-465
    • Tomaževič, M.1
  • 72
    • 84924851688 scopus 로고
    • The effect of interventions in the floor structural system on the seismic resistance of historic stone-masonry buildings: an experimental study. In: Proceedings of the 10th WCEE
    • Tomaževič M, Velechovsky T, Weiss P (1992) The effect of interventions in the floor structural system on the seismic resistance of historic stone-masonry buildings: an experimental study. In: Proceedings of the 10th WCEE, Madrid.
    • (1992) Madrid
    • Tomaževič, M.1    Velechovsky, T.2    Weiss, P.3
  • 73
    • 0142172325 scopus 로고    scopus 로고
    • Seismic upgrading of behaviour of old brick-masonry urban houses: tying of walls with steel ties
    • Tomaževič M, Lutman M, Weiss P (1996) Seismic upgrading of behaviour of old brick-masonry urban houses: tying of walls with steel ties. Earthq Spectra 12(3):599–622.
    • (1996) Earthq Spectra , vol.12 , Issue.3 , pp. 599-622
    • Tomaževič, M.1    Lutman, M.2    Weiss, P.3
  • 74
    • 84861387302 scopus 로고    scopus 로고
    • Evaluation of uncertainties in the seismic assessment of existing masonry buildings
    • Tondelli M, Rota M, Penna A, Magenes G (2012) Evaluation of uncertainties in the seismic assessment of existing masonry buildings. J Earthq Eng 16:36–64.
    • (2012) J Earthq Eng , vol.16 , pp. 36-64
    • Tondelli, M.1    Rota, M.2    Penna, A.3    Magenes, G.4
  • 75
    • 84885712793 scopus 로고    scopus 로고
    • Dry stone masonry walls in bending—part II: analysis
    • Vaculik J, Griffith MC, Magenes G (2014) Dry stone masonry walls in bending—part II: analysis. Int J Archit Herit 8:29–48.
    • (2014) Int J Archit Herit , vol.8 , pp. 29-48
    • Vaculik, J.1    Griffith, M.C.2    Magenes, G.3
  • 76
    • 68549101494 scopus 로고    scopus 로고
    • Experimental characterization of stone masonry in shear and compression
    • Vasconcelos G, Lourenço PB (2009) Experimental characterization of stone masonry in shear and compression. Constr Build Mater 23:3337–3345.
    • (2009) Constr Build Mater , vol.23 , pp. 3337-3345
    • Vasconcelos, G.1    Lourenço, P.B.2
  • 77
    • 84891469705 scopus 로고    scopus 로고
    • Wilson A, Quenneville PJH, Ingham JM (2014) In-plane orthotropic behavior of timber floor diaphragms in unreinforced masonry buildings. J Struct Eng. doi:10.1061/(ASCE)ST.1943-541X.0000819.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.