-
2
-
-
0031675928
-
Shaking table tests on 24 simple masonry buildings
-
Benedetti, D., Carydis, P., and Pezzoli, P. (1998). "Shaking table tests on 24 simple masonry buildings." Earthquake Eng. Struct. Dyn., 27(1), 67-90.
-
(1998)
Earthquake Eng. Struct. Dyn.
, vol.27
, Issue.1
, pp. 67-90
-
-
Benedetti, D.1
Carydis, P.2
Pezzoli, P.3
-
3
-
-
10844271894
-
Design provisions for earthquake resistance of structures - Part 1: General rules - Seismic actions and general requirements for structures (ENV 1998-1-1)
-
CEN Techn. Comm. 250/SC8 CEN, Brussels
-
CEN Techn. Comm. 250/SC8 (1994). "Design provisions for earthquake resistance of structures - Part 1: General rules - Seismic actions and general requirements for structures (ENV 1998-1-1)." Eurocode 8, CEN, Brussels.
-
(1994)
Eurocode
, vol.8
-
-
-
4
-
-
10844224056
-
Design of masonry structures - Part 1-1: General rules for buildings - Rules for reinforced and unreinforced masonry (ENV 1996-1-1)
-
CEN Techn. Comm. 250/SC6 CEN, Brussels
-
CEN Techn. Comm. 250/SC6 (1995). "Design of masonry structures - Part 1-1: General rules for buildings - Rules for reinforced and unreinforced masonry (ENV 1996-1-1)." Eurocode 6, CEN, Brussels.
-
(1995)
Eurocode
, vol.6
-
-
-
5
-
-
10844229815
-
Three-dimensional static and dynamic finite element analysis and design of structures
-
Berkeley, Calif.
-
Computers and Structures Inc. (1999). "Three-dimensional static and dynamic finite element analysis and design of structures." SAP 2000, Berkeley, Calif.
-
(1999)
SAP 2000
-
-
-
6
-
-
0022083564
-
The failure of brick masonry under biaxial stresses
-
Dhanasekar, M., Page, A. W., and Kleeman, P. W. (1985). "The failure of brick masonry under biaxial stresses." Proc., ICE (Part 2), 79, 295-313.
-
(1985)
Proc., ICE (Part 2)
, vol.79
, pp. 295-313
-
-
Dhanasekar, M.1
Page, A.W.2
Kleeman, P.W.3
-
8
-
-
10844290074
-
-
(Int. Center for the Study of the Preservation and the Restoration of Cultural Property). Rome, 1990
-
ICCROM (1990). (Int. Center for the Study of the Preservation and the Restoration of Cultural Property). Structural conservation of stone masonry, Rome, 1990.
-
(1990)
Structural Conservation of Stone Masonry
-
-
-
9
-
-
10844231419
-
Analytical model for masonry using the finite element method
-
Florence, Italy, Birkhäuser
-
Ignatakis, C., Stavrakakis, E., and Penelis, G. (1989). "Analytical model for masonry using the finite element method." Proc., Int. Conf. on Structural Repair and Maintenance of Historical Buildings, Florence, Italy, Birkhäuser, 511-523.
-
(1989)
Proc., Int. Conf. on Structural Repair and Maintenance of Historical Buildings
, pp. 511-523
-
-
Ignatakis, C.1
Stavrakakis, E.2
Penelis, G.3
-
10
-
-
0026896611
-
Computed versus observed seismic response and damage of masonry buildings
-
Karantoni, F. V., and Fardis, M. N. (1992). "Computed versus observed seismic response and damage of masonry buildings." J. Struct. Eng., 118(7), 1804-1821.
-
(1992)
J. Struct. Eng.
, vol.118
, Issue.7
, pp. 1804-1821
-
-
Karantoni, F.V.1
Fardis, M.N.2
-
11
-
-
10844264951
-
Simplified nonlinear seismic analysis of masonry buildings
-
Magenes, G., and La Fontana, A. (1998). "Simplified nonlinear seismic analysis of masonry buildings." Proc., British Masonry Society, No. 8, 190-195.
-
(1998)
Proc., British Masonry Society
, Issue.8
, pp. 190-195
-
-
Magenes, G.1
La Fontana, A.2
-
13
-
-
10844251819
-
-
J. Donea and P. M. Jones, eds., Kluwer, Dordrecht
-
Seible, F., and Kingsley, G. R. (1991). Experimental and numerical methods in earthquake engineering, J. Donea and P. M. Jones, eds., Kluwer, Dordrecht, 281-318.
-
(1991)
Experimental and Numerical Methods in Earthquake Engineering
, pp. 281-318
-
-
Seible, F.1
Kingsley, G.R.2
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