-
1
-
-
1642595184
-
Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: Wall Testing, Out of Plane
-
ABK , 04, Agbabian Associates, El Segundo, CA, USA
-
ABK (1981), Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: Wall Testing, Out of Plane. Topical Report 04, Agbabian Associates, El Segundo, CA, USA.
-
(1981)
Topical Report
-
-
-
2
-
-
0003741237
-
Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: The Methodology
-
ABK , 08, Agbabian Associates, El Segundo, CA, USA
-
ABK (1984), Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: The Methodology. Topical Report 08, Agbabian Associates, El Segundo, CA, USA.
-
(1984)
Topical Report
-
-
-
3
-
-
0022809464
-
On the dynamic response of rigid body assemblies
-
Allen, R.H., Oppenheim, I.J., Parker, A.R. and Bielak, J. (1986), "On the dynamic response of rigid body assemblies", Earthq. Eng. Struct., 14(6), 861-876.
-
(1986)
Earthq. Eng. Struct
, vol.14
, Issue.6
, pp. 861-876
-
-
Allen, R.H.1
Oppenheim, I.J.2
Parker, A.R.3
Bielak, J.4
-
6
-
-
0032461274
-
Formulation of elastic earthquake input energy spectra
-
Decanini, L.D. and Mollaioli, F. (1998), "Formulation of elastic earthquake input energy spectra", Earthq. Eng. Struct., 27(12), 1503-1522.
-
(1998)
Earthq. Eng. Struct
, vol.27
, Issue.12
, pp. 1503-1522
-
-
Decanini, L.D.1
Mollaioli, F.2
-
7
-
-
0003424647
-
-
PhD Dissertation, School of Civil and Environmental Engineering, The Adelaide University, Adelaide, Australia
-
Doherty, K.T. (2000), An Investigation of the Weak Links in the Seismic Load Path of Unreinforced Masonry Buildings, PhD Dissertation, School of Civil and Environmental Engineering, The Adelaide University, Adelaide, Australia
-
(2000)
An Investigation of the Weak Links in the Seismic Load Path of Unreinforced Masonry Buildings
-
-
Doherty, K.T.1
-
8
-
-
0036532227
-
Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls
-
Doherty, K.T., Griffith, M.C., Lam, N.T.K. and Wilson, J.L. (2002), "Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls", Earthq. Eng. Struct., 31(4), 833-850.
-
(2002)
Earthq. Eng. Struct
, vol.31
, Issue.4
, pp. 833-850
-
-
Doherty, K.T.1
Griffith, M.C.2
Lam, N.T.K.3
Wilson, J.L.4
-
9
-
-
0003622291
-
-
Giuffrè, A, ed, Laterza, Roma-Bari, Italy, and
-
Giuffrè, A. (ed) (1993), Sicurezza e conservazione dei centri storici: il caso Ortigia, Laterza, Roma-Bari, Italy, 183-184 and 229-256.
-
(1993)
Sicurezza e conservazione dei centri storici: Il caso Ortigia
-
-
-
11
-
-
10444246098
-
Experimental investigation of URM walls in flexure
-
Griffith, M.C., Lam, N.T.K., Wilson, J.L. and Doherty, K.T. (2004), "Experimental investigation of URM walls in flexure", J. Struct. Div., ASCE, 130(3), 423-432.
-
(2004)
J. Struct. Div., ASCE
, vol.130
, Issue.3
, pp. 423-432
-
-
Griffith, M.C.1
Lam, N.T.K.2
Wilson, J.L.3
Doherty, K.T.4
-
12
-
-
0038676374
-
Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation
-
SI 1
-
Griffith, M.C., Magenes, G., Melis, G. and Picchi, L. (2003), "Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation", J. Earthq. Eng, 7(SI 1), 141-169.
-
(2003)
J. Earthq. Eng
, vol.7
, pp. 141-169
-
-
Griffith, M.C.1
Magenes, G.2
Melis, G.3
Picchi, L.4
-
13
-
-
46749159538
-
Shaking Table Study of Single-story Masonry Houses
-
Earthquake Engineering Research Center, Berkeley, CA, USA
-
Gülkan, P., Mayes, R.L. and Clough, R. W. (1979), Shaking Table Study of Single-story Masonry Houses. Vol. 1: Test Structures 1 and 2, Earthquake Engineering Research Center, Berkeley, CA, USA.
-
(1979)
Test Structures 1 and 2
, vol.1
-
-
Gülkan, P.1
Mayes, R.L.2
Clough, R.W.3
-
14
-
-
0001360539
-
The behavior of the inverted pendulum structures during earthquakes
-
Housner, G.W. (1963), "The behavior of the inverted pendulum structures during earthquakes", B. Seismol. Soc. Am., 53(2), 403-417.
-
(1963)
B. Seismol. Soc. Am
, vol.53
, Issue.2
, pp. 403-417
-
-
Housner, G.W.1
-
15
-
-
0021386264
-
Motions of rigid bodies and criteria for overturning by earthquake excitations
-
Ishiyama, Y. (1984), "Motions of rigid bodies and criteria for overturning by earthquake excitations", B. New Zealand National Soc. Earthq. Eng, 17(1), 24-37.
-
(1984)
B. New Zealand National Soc. Earthq. Eng
, vol.17
, Issue.1
, pp. 24-37
-
-
Ishiyama, Y.1
-
16
-
-
0022809351
-
Harmonic rocking of rigid block on flexible foundation
-
Koh, A.S., Spanos, P.D. and Roesset, J.M. (1986), "Harmonic rocking of rigid block on flexible foundation", J. Eng. Mech., ASCE, 112(11), 1165-1180.
-
(1986)
J. Eng. Mech., ASCE
, vol.112
, Issue.11
, pp. 1165-1180
-
-
Koh, A.S.1
Spanos, P.D.2
Roesset, J.M.3
-
17
-
-
0037402684
-
Time-history analysis of URM walls in out-of-plane flexure
-
Lam, N.T.K., Griffith, M.C., Wilson, J.L. and Doherty, K.T. (2003), "Time-history analysis of URM walls in out-of-plane flexure", Eng. Struct., 25(6), 743-754.
-
(2003)
Eng. Struct
, vol.25
, Issue.6
, pp. 743-754
-
-
Lam, N.T.K.1
Griffith, M.C.2
Wilson, J.L.3
Doherty, K.T.4
-
18
-
-
0012868307
-
-
Department of Civil and Environmental Engineering, University of Melbourne, Melbourne, Australia
-
Lam, N.T.K., Wilson, J.L. and Hutchinson, G.L. (1995), Modelling of an Unreinforced Masonry Parapet Wall for Seismic Performance Evaluation based on Dynamic Testing. Department of Civil and Environmental Engineering, University of Melbourne, Melbourne, Australia.
-
(1995)
Modelling of an Unreinforced Masonry Parapet Wall for Seismic Performance Evaluation based on Dynamic Testing
-
-
Lam, N.T.K.1
Wilson, J.L.2
Hutchinson, G.L.3
-
19
-
-
0036865444
-
Uplifting and overturning of equipment anchored to a base foundation
-
Makris, N. and Black, C. (2002), "Uplifting and overturning of equipment anchored to a base foundation", Earthq. Spectra, 18(14), 631-661.
-
(2002)
Earthq. Spectra
, vol.18
, Issue.14
, pp. 631-661
-
-
Makris, N.1
Black, C.2
-
21
-
-
85043040002
-
-
OPCM (Ordinanza del Presidente del Consiglio dei Ministritri (OPCM) no. 3431 del 3 maggio 2005. Ulteriori modifiche e integrazioni all'OPCM n.3274 del 20 marzo 2003. Gazzetta Ufficiale n.107 del 10 maggio 2005. (English translation: http://www.eucenfre.it/eng/files/OPCM_Ch8_11_English_ver.pdf)
-
OPCM (Ordinanza del Presidente del Consiglio dei Ministritri (OPCM) no. 3431 del 3 maggio 2005. Ulteriori modifiche e integrazioni all'OPCM n.3274 del 20 marzo 2003. Gazzetta Ufficiale n.107 del 10 maggio 2005. (English translation: http://www.eucenfre.it/eng/files/OPCM_Ch8_11_English_ver.pdf)
-
-
-
-
22
-
-
0027062379
-
The masonry arch as a four-link mechanism under base motion
-
Oppenheim, I.J. (1992), "The masonry arch as a four-link mechanism under base motion", Earthq. Eng. Struct., 21(11), 1005-1017.
-
(1992)
Earthq. Eng. Struct
, vol.21
, Issue.11
, pp. 1005-1017
-
-
Oppenheim, I.J.1
-
23
-
-
0025199326
-
Dynamic behaviour of rocking two-block assemblies
-
Psycharis, I.N. (1990), "Dynamic behaviour of rocking two-block assemblies", Earthq. Eng. Struc., 19(4), 555-575.
-
(1990)
Earthq. Eng. Struc
, vol.19
, Issue.4
, pp. 555-575
-
-
Psycharis, I.N.1
-
24
-
-
0026237851
-
Base excitation of rigid bodies. I: Formulation
-
Shenton, H.W. III and Jones, N.P. (1991), "Base excitation of rigid bodies. I: Formulation", J. Struct. Div., ASCE, 117(10), 2286-2306.
-
(1991)
J. Struct. Div., ASCE
, vol.117
, Issue.10
, pp. 2286-2306
-
-
Shenton III, H.W.1
Jones, N.P.2
-
26
-
-
23944509874
-
Coupled motion in the dynamic analysis of a three block structure
-
Sinopoli, A. and Sepe, V. (1993), "Coupled motion in the dynamic analysis of a three block structure", Appl. Mech. Rev., ASME, 46(11-2), S185-S197.
-
(1993)
Appl. Mech. Rev., ASME
, vol.46
, Issue.11-12
-
-
Sinopoli, A.1
Sepe, V.2
-
28
-
-
33645287296
-
Overturning of rocking rigid bodies under transient ground motions
-
Sorrentino, L., Masiani, R. and Decanini, L.D. (2006), "Overturning of rocking rigid bodies under transient ground motions", Struct. Eng. Mech., 22(3), 293-310.
-
(2006)
Struct. Eng. Mech
, vol.22
, Issue.3
, pp. 293-310
-
-
Sorrentino, L.1
Masiani, R.2
Decanini, L.D.3
-
29
-
-
85011329370
-
Rocking of rigid blocks due to harmonic shaking
-
Spanos, P.D. and Koh, A.S. (1984), "Rocking of rigid blocks due to harmonic shaking", J. Eng. Mech., ASCE, 110(11), 1627-1642.
-
(1984)
J. Eng. Mech., ASCE
, vol.110
, Issue.11
, pp. 1627-1642
-
-
Spanos, P.D.1
Koh, A.S.2
-
30
-
-
0022757310
-
Analysis of block random rocking
-
Spanos, P.D. and Koh, A.-S. (1986), "Analysis of block random rocking", Soil Dyn. Earthq. Eng, 5(3), 178-183.
-
(1986)
Soil Dyn. Earthq. Eng
, vol.5
, Issue.3
, pp. 178-183
-
-
Spanos, P.D.1
Koh, A.-S.2
-
31
-
-
0035812325
-
Dynamic analysis of stacked rigid blocks
-
Spanos, P.D., Roussis, P.C. and Politis, N.P.A. (2001), "Dynamic analysis of stacked rigid blocks", Soil Dyn. Earthq. Eng, 21(7), 559-578.
-
(2001)
Soil Dyn. Earthq. Eng
, vol.21
, Issue.7
, pp. 559-578
-
-
Spanos, P.D.1
Roussis, P.C.2
Politis, N.P.A.3
-
32
-
-
84875379930
-
-
The MathWorks Inc, Natick, MA, USA
-
The MathWorks Inc. (2003), MATLAB, Natick, MA, USA.
-
(2003)
MATLAB
-
-
-
33
-
-
0024471432
-
Steady state rocking response of rigid blocks Part 2: Experiment
-
Tso, W.K. and Wong, C.M. (1989), "Steady state rocking response of rigid blocks Part 2: Experiment", Earthq. Eng Struc., 18(1), 107-120.
-
(1989)
Earthq. Eng Struc
, vol.18
, Issue.1
, pp. 107-120
-
-
Tso, W.K.1
Wong, C.M.2
-
35
-
-
0029393459
-
Response of rigid body assemblies to dynamic excitation
-
Winkler, T., Meguro, K. and Yamazaki, F. (1995), "Response of rigid body assemblies to dynamic excitation", Earthq. Eng. Struct., 24(10), 1389-1408.
-
(1995)
Earthq. Eng. Struct
, vol.24
, Issue.10
, pp. 1389-1408
-
-
Winkler, T.1
Meguro, K.2
Yamazaki, F.3
-
36
-
-
0019143343
-
Rocking response of rigid blocks to earthquakes
-
Yim, C.S., Chopra, A. and Penzien, J. (1980), "Rocking response of rigid blocks to earthquakes", Earthq. Eng. Struct., 8(6), 565-587.
-
(1980)
Earthq. Eng. Struct
, vol.8
, Issue.6
, pp. 565-587
-
-
Yim, C.S.1
Chopra, A.2
Penzien, J.3
|