-
2
-
-
0030929096
-
Empirical response spectral attenuation relations for shallow crustal earthquakes
-
Abrahamson, N. A., and, Silva, W. J. (1997). " Empirical response spectral attenuation relations for shallow crustal earthquakes." Seismol. Res. Lett., 68 (1), 94-127. SRLEEG 0895-0695 10.1785/gssrl.68.1.94
-
(1997)
Seismol. Res. Lett.
, vol.68
, Issue.1
, pp. 94-127
-
-
Abrahamson, N.A.1
Silva, W.J.2
-
3
-
-
48549090821
-
Summary of the Abrahamson and Silva NGA ground-motion relations
-
Abrahamson, N. A., and, Silva, W. J. (2008). " Summary of the Abrahamson and Silva NGA ground-motion relations." Earthq. Spec., 24 (1), 67-97. EASPEF 8755-2930 10.1193/1.2924360
-
(2008)
Earthq. Spec.
, vol.24
, Issue.1
, pp. 67-97
-
-
Abrahamson, N.A.1
Silva, W.J.2
-
4
-
-
0037320678
-
The effects of repeated earthquake ground motions on the non-linear response of SDOF systems
-
Amadio, C., Fragiacomo, M., and, Rajgelj, S. (2003). " The effects of repeated earthquake ground motions on the non-linear response of SDOF systems." Earthq. Eng. Struct. Dyn., 32 (2), 291-308. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845
-
(2003)
Earthq. Eng. Struct. Dyn.
, vol.32
, Issue.2
, pp. 291-308
-
-
Amadio, C.1
Fragiacomo, M.2
Rajgelj, S.3
-
5
-
-
80053010715
-
Spatial distribution and focal mechanisms of aftershocks of the 2011 off the Pacific coast of Tohoku earthquake
-
Asano, Y., et al. (2011). " Spatial distribution and focal mechanisms of aftershocks of the 2011 off the Pacific coast of Tohoku earthquake." Earth Planet. Space, 63 (7), 669-673. 10.5047/eps.2011.06.016
-
(2011)
Earth Planet. Space
, vol.63
, Issue.7
, pp. 669-673
-
-
Asano, Y.1
-
7
-
-
10844297714
-
Effects of prior earthquake damage on response of simple stiffness-degrading structures
-
Aschheim, M., and, Black, E. (1999). " Effects of prior earthquake damage on response of simple stiffness-degrading structures." Earthq. Spec., 15 (1), 1-24. EASPEF 8755-2930 10.1193/1.1586026
-
(1999)
Earthq. Spec.
, vol.15
, Issue.1
, pp. 1-24
-
-
Aschheim, M.1
Black, E.2
-
8
-
-
19044382381
-
Probability-based seismic response analysis
-
Aslani, H., and, Miranda, E. (2005). " Probability-based seismic response analysis." Eng. Struct., 27 (8), 1151-1163. ENSTDF 0141-0296 10.1016/j.engstruct.2005.02.015
-
(2005)
Eng. Struct.
, vol.27
, Issue.8
, pp. 1151-1163
-
-
Aslani, H.1
Miranda, E.2
-
10
-
-
49749210028
-
Lateral inhomogeneities of the upper mantle
-
Båth, M. (1965). " Lateral inhomogeneities of the upper mantle." Tectonophysics, 2 (6), 483-514. TCTOAM 0040-1951 10.1016/0040-1951(65)90003-X
-
(1965)
Tectonophysics
, vol.2
, Issue.6
, pp. 483-514
-
-
Båth, M.1
-
11
-
-
0030953425
-
Equations for estimating horizontal response spectra and peak acceleration from western North American earthquakes: A summary of recent work
-
Boore, D. M., Joyner, W. B., and, Fumal, T. E. (1997). " Equations for estimating horizontal response spectra and peak acceleration from western North American earthquakes: A summary of recent work." Seismol. Res. Lett., 68 (1), 128-153. SRLEEG 0895-0695 10.1785/gssrl.68.1.128
-
(1997)
Seismol. Res. Lett.
, vol.68
, Issue.1
, pp. 128-153
-
-
Boore, D.M.1
Joyner, W.B.2
Fumal, T.E.3
-
12
-
-
0038017258
-
Updated near-source ground-motion (attenuation) relations for the horizontal and vertical components of peak ground acceleration and acceleration response spectra
-
Campbell, K. W., and, Bozorgnia, Y. (2003). " Updated near-source ground-motion (attenuation) relations for the horizontal and vertical components of peak ground acceleration and acceleration response spectra." Bull. Seismol. Soc. Am., 93 (1), 314-331. BSSAAP 0037-1106 10.1785/0120020029
-
(2003)
Bull. Seismol. Soc. Am.
, vol.93
, Issue.1
, pp. 314-331
-
-
Campbell, K.W.1
Bozorgnia, Y.2
-
13
-
-
41849098511
-
Modeling beam-column joints in fragility assessment of gravity load designed reinforced concrete frames
-
Celik, O. C., and, Ellingwood, B. R. (2008). " Modeling beam-column joints in fragility assessment of gravity load designed reinforced concrete frames." J. Earthq. Eng., 12 (3), 357-381. 1363-2469 10.1080/13632460701457215
-
(2008)
J. Earthq. Eng.
, vol.12
, Issue.3
, pp. 357-381
-
-
Celik, O.C.1
Ellingwood, B.R.2
-
14
-
-
62549152230
-
Seismic risk assessment of gravity load designed reinforced concrete frames subjected to mid-America ground motions
-
Celik, O. C., and, Ellingwood, B. R. (2009). " Seismic risk assessment of gravity load designed reinforced concrete frames subjected to mid-America ground motions." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2009)135:4(414), 414-424. JSENDH 0733-9445
-
(2009)
J. Struct. Eng.
, pp. 414-424
-
-
Celik, O.C.1
Ellingwood, B.R.2
-
15
-
-
70350000108
-
Seismic fragilities for non-ductile reinforced concrete frames - Role of aleatoric and epistemic uncertainties
-
Celik, O. C., and, Ellingwood, B. R. (2010). " Seismic fragilities for non-ductile reinforced concrete frames-Role of aleatoric and epistemic uncertainties." Struct. Saf., 32 (1), 1-12. 0167-4730 10.1016/j.strusafe.2009.04.003
-
(2010)
Struct. Saf.
, vol.32
, Issue.1
, pp. 1-12
-
-
Celik, O.C.1
Ellingwood, B.R.2
-
16
-
-
84929603134
-
-
Center for Engineering Strong Motion Data (CESMD). (Apr. 24, 2013).
-
Center for Engineering Strong Motion Data (CESMD). (2013). (http://www.strongmotioncenter.org/) (Apr. 24, 2013).
-
(2013)
-
-
-
17
-
-
0036540736
-
Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines
-
Cornell, C. A., Jalayer, F., Hamburger, R. O., and, Foutch, D. A. (2002). " Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2002)128:4(526), 526-533. JSENDH 0733-9445
-
(2002)
J. Struct. Eng.
, pp. 526-533
-
-
Cornell, C.A.1
Jalayer, F.2
Hamburger, R.O.3
Foutch, D.A.4
-
18
-
-
0035371785
-
Correlation study between seismic acceleration parameters and damage indices of structures
-
Elenas, A., and, Meskouris, K. (2001). " Correlation study between seismic acceleration parameters and damage indices of structures." Eng. Struct., 23 (6), 698-704. ENSTDF 0141-0296 10.1016/S0141-0296(00)00074-2
-
(2001)
Eng. Struct.
, vol.23
, Issue.6
, pp. 698-704
-
-
Elenas, A.1
Meskouris, K.2
-
21
-
-
84929603135
-
Multi-hazard loss estimation methodology
-
FEMA., Washington, DC.
-
FEMA. (2009). " Multi-hazard loss estimation methodology." Earthquake model, HAZUS-MH MR4 technical manual, Washington, DC.
-
(2009)
Earthquake Model, HAZUS-MH MR4 Technical Manual
-
-
-
23
-
-
0003635966
-
-
Dept. of Civil Engineering Research Rep. R76-4, No. 527, Massachusetts Institute of Technology, Cambridge, MA.
-
Gasparini, D., and, Vanmarcke, E. H. (1976). " Simulated earthquake motions compatible with prescribed response spectra." Dept. of Civil Engineering Research Rep. R76-4, No. 527, Massachusetts Institute of Technology, Cambridge, MA.
-
(1976)
Simulated Earthquake Motions Compatible with Prescribed Response Spectra
-
-
Gasparini, D.1
Vanmarcke, E.H.2
-
24
-
-
84867063137
-
Nonlinear response potential of mainshock-aftershock sequences from Japanese earthquakes
-
Goda, K. (2012). " Nonlinear response potential of mainshock-aftershock sequences from Japanese earthquakes." Bull. Seismol. Soc. Am., 102 (5), 2139-2156. BSSAAP 0037-1106 10.1785/0120110329
-
(2012)
Bull. Seismol. Soc. Am.
, vol.102
, Issue.5
, pp. 2139-2156
-
-
Goda, K.1
-
25
-
-
84928978100
-
Selecting and scaling earthquake ground motions for performing response-history analyses
-
International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
Haselton, C. B., Whittaker, A. S., Hortacsu, A., Baker, J. W., Bray, J., and, Grant, D. N. (2012). " Selecting and scaling earthquake ground motions for performing response-history analyses." Proc., World Conf. on Earthquake Engineering, International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
(2012)
Proc. World Conf. on Earthquake Engineering
-
-
Haselton, C.B.1
Whittaker, A.S.2
Hortacsu, A.3
Baker, J.W.4
Bray, J.5
Grant, D.N.6
-
26
-
-
77954761482
-
Nonlinear behaviour of RC frames under repeated strong ground motions
-
Hatzigeorgiou, G. D., and, Liolios, A. A. (2010). " Nonlinear behaviour of RC frames under repeated strong ground motions." Soil Dyn. Earthq. Eng., 30 (10), 1010-1025. IJDEDD 0261-7277 10.1016/j.soildyn.2010.04.013
-
(2010)
Soil Dyn. Earthq. Eng.
, vol.30
, Issue.10
, pp. 1010-1025
-
-
Hatzigeorgiou, G.D.1
Liolios, A.A.2
-
27
-
-
0029520657
-
The 1994 Northridge earthquake sequence in California: Seismological and tectonic aspects
-
Hauksson, E., Jones, L. M., and, Hutton, K. (1995). " The 1994 Northridge earthquake sequence in California: Seismological and tectonic aspects." J. Geophys. Res. Solid Earth, 100 (B7), 12335-12355. 0148-0227 10.1029/95JB00865
-
(1995)
J. Geophys. Res. Solid Earth
, vol.100
, Issue.7
, pp. 12335-12355
-
-
Hauksson, E.1
Jones, L.M.2
Hutton, K.3
-
28
-
-
1242322434
-
Båth's law derived from the Gutenberg-Richter law and from aftershock properties
-
Helmstetter, A., and, Sornette, D. (2003). " Båth's law derived from the Gutenberg-Richter law and from aftershock properties." Geophys. Res. Lett., 30 (20), 2069. GPRLAJ 0094-8276 10.1029/2003GL018186
-
(2003)
Geophys. Res. Lett.
, vol.30
, Issue.20
, pp. 2069
-
-
Helmstetter, A.1
Sornette, D.2
-
29
-
-
57049091598
-
Relocation of the M8.0 Wenchuan earthquake and its aftershock sequence
-
Huang, Y., Wu, J., Zhang, T., and, Zhang, D. (2008). " Relocation of the M8.0 Wenchuan earthquake and its aftershock sequence." Sci. China Ser. D Earth Sci., 51 (12), 1703-1711.
-
(2008)
Sci. China Ser. D Earth Sci.
, vol.51
, Issue.12
, pp. 1703-1711
-
-
Huang, Y.1
Wu, J.2
Zhang, T.3
Zhang, D.4
-
30
-
-
84934914827
-
Aftershock fragility curves for damaged non-ductile reinforced concrete buildings
-
International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
Jeon, J. S., DesRoches, R., Brilakis, I., and, Lowes, L. N. (2012). " Aftershock fragility curves for damaged non-ductile reinforced concrete buildings." Proc., World Conf. on Earthquake Engineering, International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
(2012)
Proc. World Conf. on Earthquake Engineering
-
-
Jeon, J.S.1
Desroches, R.2
Brilakis, I.3
Lowes, L.N.4
-
31
-
-
0009415914
-
Effects of subsoil conditions and other factors on the duration of earthquake ground shaking
-
International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
Kamiyama, M. (1984). " Effects of subsoil conditions and other factors on the duration of earthquake ground shaking." Proc., World Conf. on Earthquake Engineering, International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
(1984)
Proc. World Conf. on Earthquake Engineering
-
-
Kamiyama, M.1
-
32
-
-
0034733586
-
The Chi-Chi earthquake sequence: Active, out-of-sequence thrust faulting in Taiwan
-
Kao, H., and, Chen, W. P. (2000). " The Chi-Chi earthquake sequence: Active, out-of-sequence thrust faulting in Taiwan." Science, 288 (5475), 2346-2349. SCIEAS 0036-8075 10.1126/science.288.5475.2346
-
(2000)
Science
, vol.288
, Issue.5475
, pp. 2346-2349
-
-
Kao, H.1
Chen, W.P.2
-
33
-
-
33845801374
-
Prediction equations for significant duration of earthquake ground motions considering site and near-source effects
-
Kempton, J. J., and, Stewart, J. P. (2006). " Prediction equations for significant duration of earthquake ground motions considering site and near-source effects." Earthq. Spec., 22 (4), 985-1013. EASPEF 8755-2930 10.1193/1.2358175
-
(2006)
Earthq. Spec.
, vol.22
, Issue.4
, pp. 985-1013
-
-
Kempton, J.J.1
Stewart, J.P.2
-
34
-
-
84892429907
-
Probabilistic assessment of buildings damage considering aftershocks of earthquakes
-
International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
Kumitani, S., and, Takada, T. (2008). " Probabilistic assessment of buildings damage considering aftershocks of earthquakes." Proc., World Conf. on Earthquake Engineering, International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
(2008)
Proc. World Conf. on Earthquake Engineering
-
-
Kumitani, S.1
Takada, T.2
-
35
-
-
13844266346
-
Performance evaluation of damaged steel frame buildings subjected to seismic loads
-
Lee, K., and, Foutch, D. A. (2004). " Performance evaluation of damaged steel frame buildings subjected to seismic loads." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2004)130:4(588), 588-599. JSENDH 0733-9445
-
(2004)
J. Struct. Eng.
, pp. 588-599
-
-
Lee, K.1
Foutch, D.A.2
-
36
-
-
33847723868
-
Performance evaluation and damage assessment of steel frame buildings under main shock-aftershock earthquake sequences
-
Li, Q., and, Ellingwood, B. R. (2007). " Performance evaluation and damage assessment of steel frame buildings under main shock-aftershock earthquake sequences." Earthq. Eng. Struct. Dyn., 36 (3), 405-427. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845
-
(2007)
Earthq. Eng. Struct. Dyn.
, vol.36
, Issue.3
, pp. 405-427
-
-
Li, Q.1
Ellingwood, B.R.2
-
37
-
-
70349487769
-
-
John A. Blume Earthquake Engineering Center, Stanford Univ. Stanford, CA.
-
Liel, A. B., and, Deierlein, G. G. (2008). " Assessing the collapse risk of California's existing reinforced concrete frame structures: Metrics for seismic safety decisions." Rep. No. 166, John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
-
(2008)
Assessing the Collapse Risk of California's Existing Reinforced Concrete Frame Structures: Metrics for Seismic Safety Decisions
-
-
Liel, A.B.1
Deierlein, G.G.2
-
38
-
-
0019110034
-
Effects of duration and aftershocks on inelastic design earthquakes
-
International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
Mahin, S. A. (1980). " Effects of duration and aftershocks on inelastic design earthquakes." Proc., World Conf. on Earthquake Engineering, International Association for Earthquake Engineering (IAEE), Tokyo, Japan.
-
(1980)
Proc. World Conf. on Earthquake Engineering
-
-
Mahin, S.A.1
-
39
-
-
0033895382
-
A comparison of three methods for selecting values of input variables in the analysis of output from a computer code
-
McKay, M. D., Beckman, R. J., and, Conover, W. J. (2000). " A comparison of three methods for selecting values of input variables in the analysis of output from a computer code." Technometrics, 42 (1), 55-61. TCMTA2 0040-1706 10.1080/00401706.2000.10485979
-
(2000)
Technometrics
, vol.42
, Issue.1
, pp. 55-61
-
-
McKay, M.D.1
Beckman, R.J.2
Conover, W.J.3
-
40
-
-
29644444675
-
-
Univ. of California, Berkeley, CA.
-
McKenna, F., and, Fenves, G. L. (2013). Open system for earthquake engineering simulation (OpenSees) command language manual, Univ. of California, Berkeley, CA.
-
(2013)
Open System for Earthquake Engineering Simulation (OpenSees) Command Language Manual
-
-
McKenna, F.1
Fenves, G.L.2
-
41
-
-
73349091527
-
Nonlinear finite element analysis software architecture using object composition
-
McKenna, F., Scott, M. H., and, Fenves, G. L. (2010). " Nonlinear finite element analysis software architecture using object composition." J. Comput. Civ. Eng., 10.1061/(ASCE)CP.1943-5487.0000002, 95-107. JCCEE5 0887-3801
-
(2010)
J. Comput. Civ. Eng.
, pp. 95-107
-
-
McKenna, F.1
Scott, M.H.2
Fenves, G.L.3
-
42
-
-
84921396171
-
Effect of mainshock-aftershock sequences on woodframe building damage fragilities
-
04014036.
-
Nazari, N., van de Lindt, J., and, Li, Y. (2013). " Effect of mainshock-aftershock sequences on woodframe building damage fragilities." J. Perform. Constr. Facil., 10.1061/(ASCE)CF.1943-5509.0000512, 04014036. JPCFEV 0887-3828
-
(2013)
J. Perform. Constr. Facil.
-
-
Nazari, N.1
Van De Lindt, J.2
Li, Y.3
-
43
-
-
84929603138
-
-
Pacific Earthquake Engineering Research Center (PEER). (Apr. 20, 2013).
-
Pacific Earthquake Engineering Research Center (PEER). (2013). (http://peer.berkeley.edu/peer-ground-motion-database) (Apr. 20, 2013).
-
(2013)
-
-
-
44
-
-
0020115694
-
Ductility of square confined concrete columns
-
Park, R., Priestley, M. J., and, Gill, W. D. (1982). " Ductility of square confined concrete columns." J. Struct. Div., 108 (4), 929-950. JSDEAG 0044-8001
-
(1982)
J. Struct. Div.
, vol.108
, Issue.4
, pp. 929-950
-
-
Park, R.1
Priestley, M.J.2
Gill, W.D.3
-
45
-
-
48549086171
-
An overview of the NGA project
-
Power, M., Chiou, B., Abrahamson, N., Bozorgnia, Y., Shantz, T., and, Roblee, C. (2008). " An overview of the NGA project." Earthq. Spec., 24 (1), 3-21. EASPEF 8755-2930 10.1193/1.2894833
-
(2008)
Earthq. Spec.
, vol.24
, Issue.1
, pp. 3-21
-
-
Power, M.1
Chiou, B.2
Abrahamson, N.3
Bozorgnia, Y.4
Shantz, T.5
Roblee, C.6
-
46
-
-
0032008008
-
Simplified frequency content estimates of earthquake ground motions
-
Rathje, E. M., Abrahamson, N. A., and, Bray, J. D. (1998). " Simplified frequency content estimates of earthquake ground motions." J. Geotech. Geoenviron. Eng., 10.1061/(ASCE)1090-0241(1998)124:2(150), 150-159. JGGEFK 1090-0241
-
(1998)
J. Geotech. Geoenviron. Eng.
, pp. 150-159
-
-
Rathje, E.M.1
Abrahamson, N.A.2
Bray, J.D.3
-
47
-
-
0003120266
-
The 1985 Mexico earthquake: Causes and effects in Mexico City
-
Rosenblueth, E., and, Meli, R. (1986). " The 1985 Mexico earthquake: Causes and effects in Mexico City." Concr. Int., 8 (5), 23-34. CNCIEH 0162-4075
-
(1986)
Concr. Int.
, vol.8
, Issue.5
, pp. 23-34
-
-
Rosenblueth, E.1
Meli, R.2
-
48
-
-
78650521737
-
Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock-aftershock seismic sequences
-
Ruiz-García, J., and, Negrete-Manriquez, J. C. (2011). " Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock-aftershock seismic sequences." Eng. Struct., 33 (2), 621-634. ENSTDF 0141-0296 10.1016/j.engstruct.2010.11.021
-
(2011)
Eng. Struct.
, vol.33
, Issue.2
, pp. 621-634
-
-
Ruiz-García, J.1
Negrete-Manriquez, J.C.2
-
49
-
-
4143123395
-
A generalized Omori's law for earthquake aftershock decay
-
Shcherbakov, R., Turcotte, D. L., and, Rundle, J. B. (2004). " A generalized Omori's law for earthquake aftershock decay." Geophys. Res. Lett., 31 (11). GPRLAJ 0094-8276 10.1029/2004GL019808
-
(2004)
Geophys. Res. Lett.
, vol.31
, Issue.11
-
-
Shcherbakov, R.1
Turcotte, D.L.2
Rundle, J.B.3
-
50
-
-
84935009131
-
Structural and geotechnical aspects of the Christchurch (2011) and Darfield (2010) earthquakes in N. Zealand
-
New Zealand Society for Earthquake Engineering (NZSEE), Wellington, New Zealand.
-
Smyrou, E., Tasiopoulou, P., Bal, I. E., Gazetas, G., and, Vintzileou, E. (2011). " Structural and geotechnical aspects of the Christchurch (2011) and Darfield (2010) earthquakes in N. Zealand." Proc., National Conf. on Earthquake Engineering, New Zealand Society for Earthquake Engineering (NZSEE), Wellington, New Zealand.
-
(2011)
Proc. National Conf. on Earthquake Engineering
-
-
Smyrou, E.1
Tasiopoulou, P.2
Bal, I.E.3
Gazetas, G.4
Vintzileou, E.5
-
51
-
-
33847725693
-
-
John A. Blume Earthquake Engineering Center, Stanford Univ. Stanford, CA.
-
Sunasaka, Y., and, Kiremidjian, A. (1993). " A method for structural safety evaluation under mainshock-aftershock earthquake sequences." Rep. No. 105, John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
-
(1993)
A Method for Structural Safety Evaluation under Mainshock-aftershock Earthquake Sequences
-
-
Sunasaka, Y.1
Kiremidjian, A.2
-
52
-
-
33745186128
-
-
May 10, 2013
-
USGS. (2013). " U.S. geological survey." (http://www.usgs.gov/) (May 10, 2013).
-
(2013)
U.S. Geological Survey
-
-
-
53
-
-
0000978301
-
A statistical study on the occurrence of aftershocks
-
Utsu, T. (1961). " A statistical study on the occurrence of aftershocks." Geophys. Mag., 30, 521-605. GEOMAW 0016-8017
-
(1961)
Geophys. Mag.
, vol.30
, pp. 521-605
-
-
Utsu, T.1
-
54
-
-
0036498410
-
Incremental dynamic analysis
-
Vamvatsikos, D., and, Cornell, C. A. (2002). " Incremental dynamic analysis." Earthq. Eng. Struct. Dyn., 31 (3), 491-514. IJEEBG 1096-9845 10.1002/(ISSN)1096-9845
-
(2002)
Earthq. Eng. Struct. Dyn.
, vol.31
, Issue.3
, pp. 491-514
-
-
Vamvatsikos, D.1
Cornell, C.A.2
-
55
-
-
79251516511
-
An overview of nonstructural components research at three US earthquake engineering research centers
-
Redwood City, CA.
-
Whittaker, A. S., and, Soong, T. T. (2003). " An overview of nonstructural components research at three US earthquake engineering research centers." Proc., Applied Technology Council (ATC) Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities, Redwood City, CA.
-
(2003)
Proc. Applied Technology Council (ATC) Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities
-
-
Whittaker, A.S.1
Soong, T.T.2
-
56
-
-
61749096590
-
A probabilistic framework for quantification of aftershock ground-motion hazard in California: Methodology and parametric study
-
Yeo, G. L., and, Cornell, C. A. (2009). " A probabilistic framework for quantification of aftershock ground-motion hazard in California: Methodology and parametric study." Earthq. Eng. Struct. Dyn., 38 (1), 45-60. IJEEBG 1096-9845 10.1002/eqe.v38:1
-
(2009)
Earthq. Eng. Struct. Dyn.
, vol.38
, Issue.1
, pp. 45-60
-
-
Yeo, G.L.1
Cornell, C.A.2
-
57
-
-
84862924642
-
Loss estimation of light-frame wood construction subjected to mainshock-aftershock sequences
-
Yin, Y. J., and, Li, Y. (2011). " Loss estimation of light-frame wood construction subjected to mainshock-aftershock sequences." J. Perform. Constr. Facil., 10.1061/(ASCE)CF.1943-5509.0000187, 504-513. JPCFEV 0887-3828
-
(2011)
J. Perform. Constr. Facil.
, pp. 504-513
-
-
Yin, Y.J.1
Li, Y.2
-
58
-
-
4243325039
-
Performance prediction and evaluation of low ductility steel moment frames for seismic loads
-
SAC Joint Venture, Richmond, CA.
-
Yun, S. Y., and, Foutch, D. A. (2000). " Performance prediction and evaluation of low ductility steel moment frames for seismic loads." SAC Background Rep. No. SAC/BD-00/26, SAC Joint Venture, Richmond, CA.
-
(2000)
SAC Background Rep. No. SAC/BD-00/26
-
-
Yun, S.Y.1
Foutch, D.A.2
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