-
3
-
-
33751041216
-
Real-time limit analysis of vaulted masonry buildings
-
Block P, Ciblac T, Ochsendorf J (2006) Real-time limit analysis of vaulted masonry buildings. Comput Struct 84: 1841-1852. doi: 10. 1016/j. compstruc. 2006. 08. 002.
-
(2006)
Comput Struct
, vol.84
, pp. 1841-1852
-
-
Block, P.1
Ciblac, T.2
Ochsendorf, J.3
-
4
-
-
33645295602
-
Analysis of masonry arches and vaults
-
Boothby TE (2001) Analysis of masonry arches and vaults. Prog Struct Eng Mater 3: 246-256. doi: 10. 1002/pse. 84.
-
(2001)
Prog Struct Eng Mater
, vol.3
, pp. 246-256
-
-
Boothby, T.E.1
-
6
-
-
84870936370
-
Influence of backfill on the capacity of masonry arch bridges
-
Callaway P, Gilbert M, Smith CC (2012) Influence of backfill on the capacity of masonry arch bridges. Proc ICE Bridg Eng 165: 147-157. doi: 10. 1680/bren. 11. 00038.
-
(2012)
Proc ICE Bridg Eng
, vol.165
, pp. 147-157
-
-
Callaway, P.1
Gilbert, M.2
Smith, C.C.3
-
7
-
-
84860782516
-
Stability and strength of old masonry vaults under compressive longitudinal loads: Engineering analyses of a case study
-
Carini A, Genna F (2012) Stability and strength of old masonry vaults under compressive longitudinal loads: engineering analyses of a case study. Eng Struct 40: 218-229.
-
(2012)
Eng Struct
, vol.40
, pp. 218-229
-
-
Carini, A.1
Genna, F.2
-
8
-
-
0029416523
-
Limit behavior of stone arch bridges
-
Clemente P, Occhiuzzi A, Raithel A (1995) Limit behavior of stone arch bridges. J Struct Eng 121: 1045-1050. doi: 10. 1061/(ASCE)0733-9445(1995)121: 7(1045).
-
(1995)
J Struct Eng
, vol.121
, pp. 1045-1050
-
-
Clemente, P.1
Occhiuzzi, A.2
Raithel, A.3
-
9
-
-
0000791607
-
Essai sur une application de maximis et minimis à quelques de statique, relatives à l'Architecture
-
Coulomb CA (1773) Essai sur une application de maximis et minimis à quelques de statique, relatives à l'Architecture. Mémories del Mathématique Phys Present à l'Académie R des Sci 343-382.
-
(1773)
Mémories del Mathématique Phys Present à l'Académie R des Sci
, pp. 343-382
-
-
Coulomb, C.A.1
-
12
-
-
84891349972
-
Traité de mécanique, où l'on explique tout ce qui est necessaire dans la pratique des Arts
-
De La Hire P (1730) Traité de mécanique, où l'on explique tout ce qui est necessaire dans la pratique des Arts. Mémoires l'Académie R des Sci 9: 1-333.
-
(1730)
Mémoires l'Académie R des Sci
, vol.9
, pp. 1-333
-
-
De La Hire, P.1
-
13
-
-
35948946995
-
Failure of masonry arches under impulse base motion
-
De Lorenzis L, DeJong M, Ochsendorf J (2007) Failure of masonry arches under impulse base motion. Earthq Eng Struct Dyn 36: 2119-2136. doi: 10. 1002/eqe. 719.
-
(2007)
Earthq Eng Struct Dyn
, vol.36
, pp. 2119-2136
-
-
De Lorenzis, L.1
DeJong, M.2
Ochsendorf, J.3
-
16
-
-
79953776983
-
The effect of the infill in arched structures: Analytical and numerical modelling
-
Gago AS, Alfaiate J, Lamas A (2011) The effect of the infill in arched structures: analytical and numerical modelling. Eng Struct 33: 1450-1458. doi: 10. 1016/j. engstruct. 2010. 12. 037.
-
(2011)
Eng Struct
, vol.33
, pp. 1450-1458
-
-
Gago, A.S.1
Alfaiate, J.2
Lamas, A.3
-
17
-
-
79960245243
-
Rehabilitation of masonry arches with compatible advanced composite material
-
Garmendia L, San-José JT, García D, Larrinaga P (2011) Rehabilitation of masonry arches with compatible advanced composite material. Constr Build Mater 25: 4374-4385. doi: 10. 1016/j. conbuildmat. 2011. 03. 065.
-
(2011)
Constr Build Mater
, vol.25
, pp. 4374-4385
-
-
Garmendia, L.1
San-José, J.T.2
García, D.3
Larrinaga, P.4
-
19
-
-
84899532315
-
Nonlinear analyses of adobe masonry walls reinforced with fiberglass mesh
-
Giamundo V, Lignola GP, Prota A, Manfredi G (2014a) Nonlinear analyses of adobe masonry walls reinforced with fiberglass mesh. Polymers 6(2): 464-478. doi: 10. 3390/polym6020464.
-
(2014)
Polymers
, vol.6
, Issue.2
, pp. 464-478
-
-
Giamundo, V.1
Lignola, G.P.2
Prota, A.3
Manfredi, G.4
-
20
-
-
84901829388
-
Evaluation of different computational modelling strategies for the analysis of low strength masonry structures
-
Giamundo V, Sarhosis V, Lignola GP, Sheng Y, Manfredi G (2014b) Evaluation of different computational modelling strategies for the analysis of low strength masonry structures. Eng Struct 73: 160-169. doi: 10. 1016/j. engstruct. 2014. 05. 007.
-
(2014)
Eng Struct
, vol.73
, pp. 160-169
-
-
Giamundo, V.1
Sarhosis, V.2
Lignola, G.P.3
Sheng, Y.4
Manfredi, G.5
-
21
-
-
84911127021
-
Experimental investigation of the seismic performances of IMG reinforcement on curved masonry elements
-
Giamundo V, Lignola GP, Maddaloni G et al (2015) Experimental investigation of the seismic performances of IMG reinforcement on curved masonry elements. Compos Part B Eng 70: 53-63. doi: 10. 1016/j. compositesb. 2014. 10. 039.
-
(2015)
Compos Part B Eng
, vol.70
, pp. 53-63
-
-
Giamundo, V.1
Lignola, G.P.2
Maddaloni, G.3
-
23
-
-
0004942133
-
The stone skeleton
-
Heyman J (1966) The stone skeleton. Int J Solids Struct 2: 249-279. doi: 10. 1016/0020-7683(66)90018-7.
-
(1966)
Int J Solids Struct
, vol.2
, pp. 249-279
-
-
Heyman, J.1
-
24
-
-
0004047701
-
The safety of masonry arches
-
Heyman J (1969) The safety of masonry arches. Int J Mech Sci 11: 363-385. doi: 10. 1016/0020-7403(69)90070-8.
-
(1969)
Int J Mech Sci
, vol.11
, pp. 363-385
-
-
Heyman, J.1
-
26
-
-
0001360539
-
The behaviour of inverted pendulum structures during earthquakes
-
Housner GW (1963) The behaviour of inverted pendulum structures during earthquakes. Bull Earthq Eng 53: 403-417.
-
(1963)
Bull Earthq Eng
, vol.53
, pp. 403-417
-
-
Housner, G.W.1
-
27
-
-
56449088881
-
Simple method for the design of jet grouted umbrellas in tunneling
-
Lignola GP, Flora A, Manfredi G (2008) Simple method for the design of jet grouted umbrellas in tunneling. J Geotech Geoenviron Eng 134: 1778-1790. doi: 10. 1061/(ASCE)1090-0241(2008)134: 12(1778).
-
(2008)
J Geotech Geoenviron Eng
, vol.134
, pp. 1778-1790
-
-
Lignola, G.P.1
Flora, A.2
Manfredi, G.3
-
28
-
-
67651216057
-
Nonlinear analyses of tuff masonry walls strengthened with cementitious matrix-grid composites
-
Lignola GP, Prota A, Manfredi G (2009) Nonlinear analyses of tuff masonry walls strengthened with cementitious matrix-grid composites. J Compos Constr 13: 243-251. doi: 10. 1061/(Asce)Cc. 1943-5614. 0000007.
-
(2009)
J Compos Constr
, vol.13
, pp. 243-251
-
-
Lignola, G.P.1
Prota, A.2
Manfredi, G.3
-
30
-
-
84871543933
-
Numerical investigation on the influence of FRP retrofit layout and geometry on the in-plane behavior of masonry walls
-
Lignola GP, Prota A, Manfredi G (2012) Numerical investigation on the influence of FRP retrofit layout and geometry on the in-plane behavior of masonry walls. J Compos Constr 16: 712-723. doi: 10. 1061/(ASCE)CC. 1943-5614. 0000297.
-
(2012)
J Compos Constr
, vol.16
, pp. 712-723
-
-
Lignola, G.P.1
Prota, A.2
Manfredi, G.3
-
32
-
-
79954618960
-
Simulation of floor response spectra in shake table experiments
-
Maddaloni G, Ryu KP, Reinhorn AM (2011) Simulation of floor response spectra in shake table experiments. Earth Eng Struct Dyn 40: 591-604. doi: 10. 1002/eqe. 1035.
-
(2011)
Earth Eng Struct Dyn
, vol.40
, pp. 591-604
-
-
Maddaloni, G.1
Ryu, K.P.2
Reinhorn, A.M.3
-
33
-
-
84887873018
-
Performance of traditional arches, vaults and domes in the 2003 Bam Earthquake
-
Mahdi T (2004) Performance of traditional arches, vaults and domes in the 2003 Bam Earthquake. Asian J Civ Eng (Building Housing) 3-4: 209-221.
-
(2004)
Asian J Civ Eng (Building Housing)
, vol.3-4
, pp. 209-221
-
-
Mahdi, T.1
-
34
-
-
80053471793
-
Lateral performance and load carrying capacity of an unreinforced, CFRP-retrofitted historical masonry vault-a case study
-
Mahini SS, Eslami A, Ronagh HR (2012) Lateral performance and load carrying capacity of an unreinforced, CFRP-retrofitted historical masonry vault-a case study. Constr Build Mater 28: 146-156.
-
(2012)
Constr Build Mater
, vol.28
, pp. 146-156
-
-
Mahini, S.S.1
Eslami, A.2
Ronagh, H.R.3
-
37
-
-
84888066406
-
Lesson learned after the Emilia-Romagna, Italy, 20-29 May 2012 earthquakes: A limit analysis insight on three masonry churches
-
Milani G (2013) Lesson learned after the Emilia-Romagna, Italy, 20-29 May 2012 earthquakes: a limit analysis insight on three masonry churches. Eng Fail Anal 34: 761-778. doi: 10. 1016/j. engfailanal. 2013. 01. 001.
-
(2013)
Eng Fail Anal
, vol.34
, pp. 761-778
-
-
Milani, G.1
-
38
-
-
84888040536
-
Earthquake damages to cultural heritage constructions and simplified assessment of artworks
-
Parisi F, Augenti N (2013) Earthquake damages to cultural heritage constructions and simplified assessment of artworks. Eng Fail Anal 34: 735-760. doi: 10. 1016/j. engfailanal. 2013. 01. 005.
-
(2013)
Eng Fail Anal
, vol.34
, pp. 735-760
-
-
Parisi, F.1
Augenti, N.2
-
39
-
-
81855187121
-
Nonlinear behavior of a masonry subassemblage before and after strengthening with inorganic matrix-grid composites
-
Parisi F, Lignola G, Augenti N et al (2011) Nonlinear behavior of a masonry subassemblage before and after strengthening with inorganic matrix-grid composites. J Compos Constr 15: 821-832. doi: 10. 1061/(ASCE)CC. 1943-5614. 0000203.
-
(2011)
J Compos Constr
, vol.15
, pp. 821-832
-
-
Parisi, F.1
Lignola, G.2
Augenti, N.3
-
40
-
-
79958852913
-
Improving structural response of masonry vaults strengthened with polymeric textile composite strips
-
Taranu N, Oprisan G, Budescu M et al (2010) Improving structural response of masonry vaults strengthened with polymeric textile composite strips. 3rd WSEAS Int Conf Eng Mech Struct Eng Geol.
-
(2010)
3rd WSEAS Int Conf Eng Mech Struct Eng Geol
-
-
Taranu, N.1
Oprisan, G.2
Budescu, M.3
-
41
-
-
18944396322
-
-
Determinazione del modulo elastico secante a compressione (in Italian). UNI 6556
-
UNI (1976) Prove sui calcestruzzi. Determinazione del modulo elastico secante a compressione (in Italian). UNI 6556.
-
(1976)
Prove sui calcestruzzi
-
-
UNI1
-
45
-
-
84875716770
-
Round Robin Test for composite-to-brick shear bond characterization
-
Valluzzi M, Oliveira D, Caratelli A et al (2012) Round Robin Test for composite-to-brick shear bond characterization. Mater Struct 45: 1761-1791. doi: 10. 1617/s11527-012-9883-5.
-
(2012)
Mater Struct
, vol.45
, pp. 1761-1791
-
-
Valluzzi, M.1
Oliveira, D.2
Caratelli, A.3
-
47
-
-
84968730788
-
-
Elsevier, Oxford
-
Zienkiewicz O, Taylor R, Zhu J (2005) The finite element method, its basis and fundamentals, 6th edn. Elsevier, Oxford.
-
(2005)
The finite element method, its basis and fundamentals, 6th edn
-
-
Zienkiewicz, O.1
Taylor, R.2
Zhu, J.3
|