-
1
-
-
0034351271
-
Correlation between seismic acceleration parameters and overall structural damage indices of buildings
-
Elenas A. Correlation between seismic acceleration parameters and overall structural damage indices of buildings. Soil Dyn. Earthquake Eng. 2000, 20(1-4):93-100.
-
(2000)
Soil Dyn. Earthquake Eng.
, vol.20
, Issue.1-4
, pp. 93-100
-
-
Elenas, A.1
-
2
-
-
0035371785
-
Correlation study between seismic acceleration parameters and damage indices of structure
-
Elenas A., Meskouris K. Correlation study between seismic acceleration parameters and damage indices of structure. Eng. Struct. 2001, 23(6):698-704.
-
(2001)
Eng. Struct.
, vol.23
, Issue.6
, pp. 698-704
-
-
Elenas, A.1
Meskouris, K.2
-
3
-
-
0035451142
-
Earthquake response of RC moment frames subjected to near-fault ground motions
-
Lio W., Loh C., Wan S. Earthquake response of RC moment frames subjected to near-fault ground motions. Struct. Des. Tall Builld. 2001, 10(3):219-229.
-
(2001)
Struct. Des. Tall Builld.
, vol.10
, Issue.3
, pp. 219-229
-
-
Lio, W.1
Loh, C.2
Wan, S.3
-
4
-
-
27344439815
-
Effect of peak ground velocity on deformation demand for SDOF systems
-
Akkar S., Özen O. Effect of peak ground velocity on deformation demand for SDOF systems. Earthquake Eng. Struct. Dyn. 2005, 34(13):1551-1571.
-
(2005)
Earthquake Eng. Struct. Dyn.
, vol.34
, Issue.13
, pp. 1551-1571
-
-
Akkar, S.1
Özen, O.2
-
5
-
-
56349137290
-
Correlation of deformation demands with ground motion intensity
-
Yakut A., Yilmaz H. Correlation of deformation demands with ground motion intensity. J. Struct. Eng. 2008, 134(12):1818-1828.
-
(2008)
J. Struct. Eng.
, vol.134
, Issue.12
, pp. 1818-1828
-
-
Yakut, A.1
Yilmaz, H.2
-
6
-
-
79953247885
-
Spectral ground motion intensity based on capacity and period longation
-
Kadas K., Yakut A., Kazaz I. Spectral ground motion intensity based on capacity and period longation. J. Struct. Eng. 2011, 137(3):401-409.
-
(2011)
J. Struct. Eng.
, vol.137
, Issue.3
, pp. 401-409
-
-
Kadas, K.1
Yakut, A.2
Kazaz, I.3
-
8
-
-
84876360313
-
Influence of ground motion characteristics on drift demands in steel moment frames designed to Eurocode 8
-
Kumar M., Stafford P.J., Elghazouli A.Y. Influence of ground motion characteristics on drift demands in steel moment frames designed to Eurocode 8. Eng. Struct. 2013, 52:502-517.
-
(2013)
Eng. Struct.
, vol.52
, pp. 502-517
-
-
Kumar, M.1
Stafford, P.J.2
Elghazouli, A.Y.3
-
9
-
-
0003480020
-
-
U.S. Army Corp of Engineers Waterway Experiment Station, Vicksburg, MO, Miscellaneous paper S-73-1, Report 16
-
Nuttli O.W. The relation of sustained maximum ground motion acceleration and velocity to earthquake intensity and magnitude 1979, U.S. Army Corp of Engineers Waterway Experiment Station, Vicksburg, MO, Miscellaneous paper S-73-1, Report 16.
-
(1979)
The relation of sustained maximum ground motion acceleration and velocity to earthquake intensity and magnitude
-
-
Nuttli, O.W.1
-
10
-
-
0014651725
-
A measure of earthquake intensity
-
MIT Press, Cambridge, MA, R. Hansen (Ed.)
-
Arias A. A measure of earthquake intensity. Seismic Design for Nuclear Power Plants 1970, 438-469. MIT Press, Cambridge, MA. R. Hansen (Ed.).
-
(1970)
Seismic Design for Nuclear Power Plants
, pp. 438-469
-
-
Arias, A.1
-
11
-
-
0023295940
-
Damage-limiting seismic design of buildings
-
Park Y.J., Ang A.H.-S., Wen Y.K. Damage-limiting seismic design of buildings. Earthquake Spectra 1987, 3(1):1-26.
-
(1987)
Earthquake Spectra
, vol.3
, Issue.1
, pp. 1-26
-
-
Park, Y.J.1
Ang, A.H.-S.2
Wen, Y.K.3
-
12
-
-
0000500574
-
A measure of earthquake motion capacity to damage medium-period structures
-
Fajfar P., Vidic T., Fischinger M. A measure of earthquake motion capacity to damage medium-period structures. Soil Dyn. Earthquake Eng. 1990, 9(5):236-242.
-
(1990)
Soil Dyn. Earthquake Eng.
, vol.9
, Issue.5
, pp. 236-242
-
-
Fajfar, P.1
Vidic, T.2
Fischinger, M.3
-
13
-
-
0035576067
-
Hysteretic energy spectrum and damage control
-
Riddell R., Garcia E.J. Hysteretic energy spectrum and damage control. Earthquake Eng. Struct. Dyn. 2001, 30(12):1791-1816.
-
(2001)
Earthquake Eng. Struct. Dyn.
, vol.30
, Issue.12
, pp. 1791-1816
-
-
Riddell, R.1
Garcia, E.J.2
-
14
-
-
1842738309
-
Empirical relationships for frequency content parameters of earthquake ground motions
-
Rathje E.M., Faraj F., Russell S., Bray J.D. Empirical relationships for frequency content parameters of earthquake ground motions. Earthquake Spectra 2004, 20(1):119-144.
-
(2004)
Earthquake Spectra
, vol.20
, Issue.1
, pp. 119-144
-
-
Rathje, E.M.1
Faraj, F.2
Russell, S.3
Bray, J.D.4
-
15
-
-
84955192273
-
-
División Ingeniería Estructural, Departamento de Ingeniería Civil, Universidad de Chile, Publicación SES I 7/80 (156) (in Spanish)
-
Araya R., Saragoni G.R. Capacity of seismic motion to produce structural damage 1980, División Ingeniería Estructural, Departamento de Ingeniería Civil, Universidad de Chile, Publicación SES I 7/80 (156) (in Spanish).
-
(1980)
Capacity of seismic motion to produce structural damage
-
-
Araya, R.1
Saragoni, G.R.2
-
18
-
-
0024167750
-
Earthquake ground motions for design and analysis of dams
-
ASCE, New York, NY, Geotechnical Special Publication No. 20
-
Von Thun J.L., Roehm L.H., Scott G.A., Wilson J.A. Earthquake ground motions for design and analysis of dams. Earthquake Engineering and Soil Dynamics II-Recent Advances in Ground Motion Evaluation 1988, 463-481. ASCE, New York, NY, Geotechnical Special Publication No. 20.
-
(1988)
Earthquake Engineering and Soil Dynamics II-Recent Advances in Ground Motion Evaluation
, pp. 463-481
-
-
Von Thun, J.L.1
Roehm, L.H.2
Scott, G.A.3
Wilson, J.A.4
-
20
-
-
0032008008
-
Simplified frequency content estimates of earthquake ground motions
-
Rathje E.M., Abrahamson N., Bray J.D. Simplified frequency content estimates of earthquake ground motions. J. Geotech. Eng. 1998, 124(2):150-159.
-
(1998)
J. Geotech. Eng.
, vol.124
, Issue.2
, pp. 150-159
-
-
Rathje, E.M.1
Abrahamson, N.2
Bray, J.D.3
-
21
-
-
0022043291
-
Mechanistic seismic damage model for reinforced concrete
-
Park Y.J., Ang A.H.-S. Mechanistic seismic damage model for reinforced concrete. J. Struct. Eng. 1985, 111(4):722-739.
-
(1985)
J. Struct. Eng.
, vol.111
, Issue.4
, pp. 722-739
-
-
Park, Y.J.1
Ang, A.H.-S.2
-
22
-
-
0023295940
-
Damage-limiting aseismic design of buildings
-
Park Y.J., Ang A.H., Wen Y.K. Damage-limiting aseismic design of buildings. Earthquake Spectra 1987, 3(1):1-26.
-
(1987)
Earthquake Spectra
, vol.3
, Issue.1
, pp. 1-26
-
-
Park, Y.J.1
Ang, A.H.2
Wen, Y.K.3
-
23
-
-
67649090883
-
-
National Center for Earthquake Engineering Research, State University of New York, Buffalo, NY, Technical report NCEER-92-0022
-
Kunnath S.K., Reinhorn A.M., Lobo R.F. IDARC version 3: a program for the inelastic damage analysis of RC structures 1992, National Center for Earthquake Engineering Research, State University of New York, Buffalo, NY, Technical report NCEER-92-0022.
-
(1992)
IDARC version 3: a program for the inelastic damage analysis of RC structures
-
-
Kunnath, S.K.1
Reinhorn, A.M.2
Lobo, R.F.3
-
24
-
-
0004155054
-
The optimal set of principal component restrictions on a least squares regression
-
Lott W.F. The optimal set of principal component restrictions on a least squares regression. Commun. Stat. Theory Meth. 1973, 2:449-464.
-
(1973)
Commun. Stat. Theory Meth.
, vol.2
, pp. 449-464
-
-
Lott, W.F.1
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