-
1
-
-
84918587889
-
Force-based beam Finite Element (FE) for the pushover analysis of masonry buildings
-
Addessi, D., D. Liberatore, and, R. Masiani. 2015. Force-based beam Finite Element (FE) for the pushover analysis of masonry buildings. International Journal of Architectural Heritage 9 (3): 231-43. doi: 10.1080/15583058.2013.768309.
-
(2015)
International Journal of Architectural Heritage
, vol.9
, Issue.3
, pp. 231-243
-
-
Addessi, D.1
Liberatore, D.2
Masiani, R.3
-
2
-
-
54049085824
-
An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings
-
Belmouden, Y., and, P. Lestuzzi. 2009. An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings. Construction and Building Materials 23 (1): 40-53. doi: 10.1016/j.conbuildmat.2007.10.023.
-
(2009)
Construction and Building Materials
, vol.23
, Issue.1
, pp. 40-53
-
-
Belmouden, Y.1
Lestuzzi, P.2
-
4
-
-
24644493081
-
Seismic assessment of masonry constructions
-
(in Italian)
-
Benedetti, D., and, M. Tomaževic. 1984. Seismic assessment of masonry constructions. Ingegneria Sismica 1 (9-16). (in Italian)
-
(1984)
Ingegneria Sismica
, vol.1
, Issue.916
-
-
Benedetti, D.1
Tomaževic, M.2
-
5
-
-
84893755974
-
Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms
-
Betti, M., L. Galano, and, A. Vignoli. 2014. Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms. Engineering Structures 61 (2014): 195-208. doi: 10.1016/j.engstruct.2013.12.038.
-
(2014)
Engineering Structures
, vol.61
, Issue.2014
, pp. 195-208
-
-
Betti, M.1
Galano, L.2
Vignoli, A.3
-
6
-
-
84928136403
-
Consideration of modelling uncertainties in the seismic assessment of masonry buildings by equivalent-frame approach
-
Bracchi, S., M. Rota, A. Penna, and, G. Magenes. 2015. Consideration of modelling uncertainties in the seismic assessment of masonry buildings by equivalent-frame approach. Bulletin of Earthquake Engineering 13: 3423-48. doi: 10.1007/s10518-015-9760-z.
-
(2015)
Bulletin of Earthquake Engineering
, vol.13
, pp. 3423-3448
-
-
Bracchi, S.1
Rota, M.2
Penna, A.3
Magenes, G.4
-
8
-
-
85031823337
-
Experimental evaluation of the in-plane stiffness of timber diaphragms
-
Brignola, A., S. Pampanin, and, S. Podestà. 2012. Experimental evaluation of the in-plane stiffness of timber diaphragms. Earthquake Spectra 28 (4): 1687-709. doi: 10.1193/1.4000088.
-
(2012)
Earthquake Spectra
, vol.28
, Issue.4
, pp. 1687-1709
-
-
Brignola, A.1
Pampanin, S.2
Podestà, S.3
-
9
-
-
78751591323
-
Assessment and analysis of damage in LAquila historic city centre after 6th April 2009
-
DAyala, D. F., and, S. Paganoni. 2011. Assessment and analysis of damage in LAquila historic city centre after 6th April 2009. Bulletin of Earthquake Engineering 9 (1): 81-104. doi: 10.1007/s10518-010-9224-4.
-
(2011)
Bulletin of Earthquake Engineering
, vol.9
, Issue.1
, pp. 81-104
-
-
Dayala, D.F.1
Paganoni, S.2
-
10
-
-
77956344861
-
Damping mechanisms and damping ratios in vibrating unreinforced stone masonry
-
Elmenshawi, A. M. Sorour, A. Mufti, L. G. Jaeger, and N. Shrive
-
Elmenshawi, A., M. Sorour, A. Mufti, L. G. Jaeger, and N. Shrive. 2010. Damping mechanisms and damping ratios in vibrating unreinforced stone masonry. Engineering Structures, 32 (10): 3269-3278.
-
(2010)
Engineering Structures
, vol.32
, Issue.10
, pp. 3269-3278
-
-
-
15
-
-
3042610275
-
Evaluation of Simplified models for lateral load analysis of unreinforced masonry buildings
-
Kappos, A., G. G. Penelis, and, C. G. Drakopoulos. 2002. Evaluation of Simplified models for lateral load analysis of unreinforced masonry buildings. Journal of Structural Engineering 128 (7): 890-97. doi: 10.1061/(ASCE)0733-9445(2002)128:7(890).
-
(2002)
Journal of Structural Engineering
, vol.128
, Issue.7
, pp. 890-897
-
-
Kappos, A.1
Penelis, G.G.2
Drakopoulos, C.G.3
-
16
-
-
84883824622
-
TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
-
Lagomarsino, S., A. Penna, A. Galasco, and, S. Cattari. 2013. TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings. Engineering Structures 56: 1787-99. doi: 10.1016/j.engstruct.2013.08.002.
-
(2013)
Engineering Structures
, vol.56
, pp. 1787-1799
-
-
Lagomarsino, S.1
Penna, A.2
Galasco, A.3
Cattari, S.4
-
21
-
-
84965131369
-
-
Magenes, G. G. R. Kingsley, and G. M. Calvi
-
Magenes, G., G. R. Kingsley, and G. M. Calvi. 1995. Seismic testing of a full-scale, two-story masonry building: Test procedure and measured experimental response. Consiglio nazionale delle ricerche, Gruppo nazionale per la Difesa dai terremoti. Rome, Italy.
-
(1995)
Seismic Testing of A Full-scale, Two-story Masonry Building: Test Procedure and Measured Experimental Response. Consiglio Nazionale Delle Ricerche, Gruppo Nazionale per la Difesa Dai Terremoti. Rome, Italy
-
-
-
25
-
-
84890281366
-
Shaking table test of a strengthened full-scale stone masonry building with flexible diaphragms
-
Magenes, G., A. Penna, M. Rota, A. Galasco, and, I. Senaldi. 2014. Shaking table test of a strengthened full-scale stone masonry building with flexible diaphragms. International Journal of Architectural Heritage 8 (3): 349-75. doi: 10.1080/15583058.2013.826299.
-
(2014)
International Journal of Architectural Heritage
, vol.8
, Issue.3
, pp. 349-375
-
-
Magenes, G.1
Penna, A.2
Rota, M.3
Galasco, A.4
Senaldi, I.5
-
26
-
-
78650869910
-
Shaking table tests on multi-leaf stone masonry structures: Analysis of stiffness decay
-
Mazzon, N., C. M. Chavez, M. R. Valluzzi, F. Casarin, and, C. Modena. 2010. Shaking table tests on multi-leaf stone masonry structures: Analysis of stiffness decay. Advanced Materials Research 133-134: 647-52. doi: 10.4028/www.scientific.net/AMR.133-134.
-
(2010)
Advanced Materials Research
, vol.133-134
, pp. 647-652
-
-
Mazzon, N.1
Chavez, C.M.2
Valluzzi, M.R.3
Casarin, F.4
Modena, C.5
-
28
-
-
84891933329
-
A nonlinear macroelement model for the seismic analysis of masonry buildings
-
Penna, A., S. Lagomarsino, and, A. Galasco. 2014a. A nonlinear macroelement model for the seismic analysis of masonry buildings. Earthquake Engineering & Structural Dynamics 43 (2): 159-79. doi: 10.1002/eqe.v43.2.
-
(2014)
Earthquake Engineering & Structural Dynamics
, vol.43
, Issue.2
, pp. 159-179
-
-
Penna, A.1
Lagomarsino, S.2
Galasco, A.3
-
29
-
-
84920249711
-
Performance of masonry buildings during the Emilia 2012 earthquake
-
Penna, A., P. Morandi, M. Rota, C. F. Manzini, F. Da Porto, and, G. Magenes. 2014b. Performance of masonry buildings during the Emilia 2012 earthquake. Bulletin of Earthquake Engineering 12 (5): 2255-73. doi: 10.1007/s10518-013-9496-6.
-
(2014)
Bulletin of Earthquake Engineering
, vol.12
, Issue.5
, pp. 2255-2273
-
-
Penna, A.1
Morandi, P.2
Rota, M.3
Manzini, C.F.4
Da Porto, F.5
Magenes, G.6
-
30
-
-
84962815081
-
Towards the use of time-history analysis for the seismic assessment of masonry structures
-
In. Springer International Publishing
-
Penna, A., M. Rota, A. Galasco, and, A. Mouyiannou. 2015. Towards the use of time-history analysis for the seismic assessment of masonry structures. In Seismic assessment, behavior and retrofit of heritage buildings and monuments, computational methods. Springer International Publishing 37:83-111.
-
(2015)
Seismic Assessment, Behavior and Retrofit of Heritage Buildings and Monuments, Computational Methods
, vol.37
, pp. 83-111
-
-
Penna, A.1
Rota, M.2
Galasco, A.3
Mouyiannou, A.4
-
32
-
-
29344431845
-
Viscous damping in seismic design and analysis
-
Priestley, M. J. N., and, D. N. Grant. 2005. Viscous damping in seismic design and analysis. Journal of Earthquake Engineering 9 (sup2): 229-55. doi: 10.1142/S1363246905002365.
-
(2005)
Journal of Earthquake Engineering
, vol.9
, pp. 229-255
-
-
Priestley, M.J.N.1
Grant, D.N.2
-
33
-
-
84943639868
-
Advanced frame element for seismic analysis of masonry structures: Model formulation and validation
-
Raka, E., E. Spacone, V. Sepe, and, G. Camata. 2015. Advanced frame element for seismic analysis of masonry structures: Model formulation and validation. Earthquake Engineering & Structural Dynamics 44: 2489-506. doi: 10.1002/eqe.2594.
-
(2015)
Earthquake Engineering & Structural Dynamics
, vol.44
, pp. 2489-2506
-
-
Raka, E.1
Spacone, E.2
Sepe, V.3
Camata, G.4
-
34
-
-
77955569570
-
Structural analysis of masonry historical constructions. Classical and advanced approaches
-
Roca, P., M. Cervera, G. Gariup, and, L. Pelà. 2010. Structural analysis of masonry historical constructions. Classical and advanced approaches. Archives of Computational Methods in Engineering 17 (3): 299-325. doi: 10.1007/s11831-010-9046-1.
-
(2010)
Archives of Computational Methods in Engineering
, vol.17
, Issue.3
, pp. 299-325
-
-
Roca, P.1
Cervera, M.2
Gariup, G.3
Pelà, L.4
-
35
-
-
26644458598
-
Strength capacity of masonry wall structures by the equivalent frame method
-
Roca, P., C. Molins, and, A. R. Mari. 2005. Strength capacity of masonry wall structures by the equivalent frame method. Journal of Structural Engng, ASCE 131 (10): 1601-10. doi: 10.1061/(ASCE)0733-9445(2005)131:10(1601).
-
(2005)
Journal of Structural Engng, ASCE
, vol.131
, Issue.10
, pp. 1601-1610
-
-
Roca, P.1
Molins, C.2
Mari, A.R.3
-
36
-
-
77950339842
-
A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses
-
Rota, M., A. Penna, and, G. Magenes. 2010. A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses. Engineering Structures 32 (5): 1312-23. doi: 10.1016/j.engstruct.2010.01.009.
-
(2010)
Engineering Structures
, vol.32
, Issue.5
, pp. 1312-1323
-
-
Rota, M.1
Penna, A.2
Magenes, G.3
-
37
-
-
84897911160
-
The effect of stiffened floor and roof diaphragms on the experimental seismic response of a full scale unreinforced stone masonry building
-
Senaldi, I., G. Magenes, A. Penna, M. Rota, and, A. Galasco. 2014. The effect of stiffened floor and roof diaphragms on the experimental seismic response of a full scale unreinforced stone masonry building. Journal of Earthquake Engineering 18 (3): 407-43. doi: 10.1080/13632469.2013.876946.
-
(2014)
Journal of Earthquake Engineering
, vol.18
, Issue.3
, pp. 407-443
-
-
Senaldi, I.1
Magenes, G.2
Penna, A.3
Rota, M.4
Galasco, A.5
-
38
-
-
84870440092
-
-
Report ZRMK, Institute for testing and research in Materials and Structures, Ljubljana, Slovenia
-
Tomaževič, M. 1978. The computer program POR, Report ZRMK, Institute for testing and research in Materials and Structures, Ljubljana, Slovenia.
-
(1978)
The Computer Program POR
-
-
Tomaževič, M.1
-
41
-
-
84891469705
-
In-plane orthotropic behavior of timber floor diaphragms in unreinforced masonry buildings
-
Wilson, A., P. J. H. Quenneville, and, J. M. Ingham. 2014. In-plane orthotropic behavior of timber floor diaphragms in unreinforced masonry buildings. Journal of Structural Engineering, ASCE 140. doi: 10.1061/(ASCE)ST.1943-541X.0000819.
-
(2014)
Journal of Structural Engineering, ASCE
, vol.140
-
-
Wilson, A.1
Quenneville, P.J.H.2
Ingham, J.M.3
|