-
1
-
-
0002202344
-
Progress and challenges in seismic performance assessment
-
Cornell CA, Krawinkler H.Progress and challenges in seismic performance assessment. PEER Center News 2000; 3(2):1-3.
-
(2000)
PEER Center News
, vol.3
, Issue.2
, pp. 1-3
-
-
Cornell, C.A.1
Krawinkler, H.2
-
3
-
-
84883766843
-
-
ATC. Guidelines for seismic performance assessment of buildings, ATC-58 100% draft. Technical Report, Applied Technology Council, Redwood City, California
-
ATC. Guidelines for seismic performance assessment of buildings, ATC-58 100% draft. Technical Report, Applied Technology Council, Redwood City, California, 2011.
-
(2011)
-
-
-
4
-
-
84883790701
-
Conditional-spectrum-based ground motion selection. Part II: Intensity-based assessments and evaluation of alternative target spectra
-
DOI 10.1002/eqe.2303.
-
Lin T, Haselton CB, Baker JW.Conditional-spectrum-based ground motion selection. Part II: Intensity-based assessments and evaluation of alternative target spectra. Earthquake Engineering & Structural Dynamics 2013. DOI 10.1002/eqe.2303.
-
(2013)
Earthquake Engineering & Structural Dynamics
-
-
Lin, T.1
Haselton, C.B.2
Baker, J.W.3
-
6
-
-
79953253088
-
Conditional mean spectrum: Tool for ground motion selection
-
Baker JW.Conditional mean spectrum: Tool for ground motion selection. Journal of Structural Engineering 2011; 137(3):322-331.
-
(2011)
Journal of Structural Engineering
, vol.137
, Issue.3
, pp. 322-331
-
-
Baker, J.W.1
-
7
-
-
84875449278
-
Conditional spectrum computation incorporating multiple causal earthquakes and ground motion prediction models
-
DOI 10.1785/0120110293.
-
Lin T, Harmsen SC, Baker JW, Luco N.Conditional spectrum computation incorporating multiple causal earthquakes and ground motion prediction models. Bulletin of the Seismological Society of America 2013; 103(2A):1103-1116, DOI 10.1785/0120110293.
-
(2013)
Bulletin of the Seismological Society of America
, vol.103
, Issue.2
, pp. 1103-1116
-
-
Lin, T.1
Harmsen, S.C.2
Baker, J.W.3
Luco, N.4
-
8
-
-
80052162146
-
A computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance
-
DOI 10.1193/1.3608002.
-
Jayaram N, Lin T, Baker JW.A computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance. Earthquake Spectra 2011; 27(3):797-815, DOI 10.1193/1.3608002.
-
(2011)
Earthquake Spectra
, vol.27
, Issue.3
, pp. 797-815
-
-
Jayaram, N.1
Lin, T.2
Baker, J.W.3
-
9
-
-
79251566491
-
A generalized conditional intensity measure approach and holistic ground-motion selection
-
DOI 10.1002/eqe.995.
-
Bradley BA.A generalized conditional intensity measure approach and holistic ground-motion selection. Earthquake Engineering & Structural Dynamics 2010; 39(12):1321-1342, DOI 10.1002/eqe.995.
-
(2010)
Earthquake Engineering & Structural Dynamics
, vol.39
, Issue.12
, pp. 1321-1342
-
-
Bradley, B.A.1
-
10
-
-
84861335999
-
A ground motion selection algorithm based on the generalized conditional intensity measure approach
-
DOI 10.1016/j.soildyn.2012.04.007.
-
Bradley BA.A ground motion selection algorithm based on the generalized conditional intensity measure approach. Soil Dynamics and Earthquake Engineering 2012; 40(0):48-61, DOI 10.1016/j.soildyn.2012.04.007.
-
(2012)
Soil Dynamics and Earthquake Engineering
, vol.40
, Issue.0
, pp. 48-61
-
-
Bradley, B.A.1
-
11
-
-
84865444099
-
The seismic demand hazard and importance of the conditioning intensity measure
-
DOI 10.1002/eqe.2221.
-
Bradley BA.The seismic demand hazard and importance of the conditioning intensity measure. Earthquake Engineering & Structural Dynamics 2012; 41(11):1417-1437, DOI 10.1002/eqe.2221.
-
(2012)
Earthquake Engineering & Structural Dynamics
, vol.41
, Issue.11
, pp. 1417-1437
-
-
Bradley, B.A.1
-
12
-
-
84865834892
-
-
Ground motion intensity measures for collapse capacity prediction: Choice of optimal spectral period and effect of spectral shape, 8th National Conference on Earthquake Engineering: San Francisco, California
-
Haselton CB, Baker JW.Ground motion intensity measures for collapse capacity prediction: Choice of optimal spectral period and effect of spectral shape, 8th National Conference on Earthquake Engineering: San Francisco, California, 2006; 10pp.
-
(2006)
, pp. 10
-
-
Haselton, C.B.1
Baker, J.W.2
-
13
-
-
0032130895
-
Earthquakes, records, and nonlinear responses
-
Shome N, Cornell CA, Bazzurro P, Carballo JE.Earthquakes, records, and nonlinear responses. Earthquake Spectra 1998; 14(3):469-500.
-
(1998)
Earthquake Spectra
, vol.14
, Issue.3
, pp. 469-500
-
-
Shome, N.1
Cornell, C.A.2
Bazzurro, P.3
Carballo, J.E.4
-
14
-
-
84883825715
-
-
ATC. Quantification of building seismic performance factors, FEMA P695. Technical Report, Applied Technology Council: Redwood City, California
-
ATC. Quantification of building seismic performance factors, FEMA P695. Technical Report, Applied Technology Council: Redwood City, California, 2009.
-
(2009)
-
-
-
15
-
-
84883800293
-
-
Assessing seismic collapse safety of modern reinforced concrete moment frame buildings. Technical Report 2007/08, Pacific Earthquake Engineering Research Center: Berkeley, CA
-
Haselton CB, Deierlein GG.Assessing seismic collapse safety of modern reinforced concrete moment frame buildings. Technical Report 2007/08, Pacific Earthquake Engineering Research Center: Berkeley, CA, 2007.
-
(2007)
-
-
Haselton, C.B.1
Deierlein, G.G.2
-
16
-
-
84883808856
-
-
OpenSEES. Open system for earthquake engineering simulation. Pacific Earthquake Engineering Research Center, Available from:
-
OpenSEES. Open system for earthquake engineering simulation. Pacific Earthquake Engineering Research Center, 2011. (Available from: http://opensees.berkeley.edu/ [Accessed on Sep 9, 2011]).
-
(2011)
-
-
-
17
-
-
27644464144
-
-
ICC., International Code Council: Falls Church, VA
-
ICC. International Building Code 2003, International Code Council: Falls Church, VA, 2003.
-
(2003)
International Building Code 2003
-
-
-
18
-
-
48549092394
-
Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01s and 10.0s
-
Boore DM, Atkinson GM.Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01s and 10.0s. Earthquake Spectra 2008; 24(1):99-138.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 99-138
-
-
Boore, D.M.1
Atkinson, G.M.2
-
19
-
-
38549176240
-
NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10s
-
DOI 10.1193/1.2857546.
-
Campbell KW, Bozorgnia Y.NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10s. Earthquake Spectra 2008; 24(1):139-171, DOI 10.1193/1.2857546.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 139-171
-
-
Campbell, K.W.1
Bozorgnia, Y.2
-
20
-
-
48549085365
-
An NGA model for the average horizontal component of peak ground motion and response spectra
-
DOI 10.1193/1.2894832.
-
Chiou BSJ, Youngs RR.An NGA model for the average horizontal component of peak ground motion and response spectra. Earthquake Spectra 2008; 24(1):173-215, DOI 10.1193/1.2894832.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 173-215
-
-
Chiou, B.S.J.1
Youngs, R.R.2
-
21
-
-
84867159960
-
-
Scenario spectra for design ground motions and risk calculation, 9th US National and 10th Canadian Conference on Earthquake Engineering: Toronto, Canada
-
Abrahamson NA, Al Atik L.Scenario spectra for design ground motions and risk calculation, 9th US National and 10th Canadian Conference on Earthquake Engineering: Toronto, Canada, 2010; Paper Number 1896, 12pp.
-
(2010)
, pp. 1896
-
-
Abrahamson, N.A.1
Al Atik, L.2
-
22
-
-
84855240966
-
Site-specific design spectra for vertical ground motion
-
Gulerce Z, Abrahamson NA.Site-specific design spectra for vertical ground motion. Earthquake Spectra 2011; 27(4):1023-1047.
-
(2011)
Earthquake Spectra
, vol.27
, Issue.4
, pp. 1023-1047
-
-
Gulerce, Z.1
Abrahamson, N.A.2
-
23
-
-
48549087736
-
Correlation of spectral acceleration values from NGA ground motion models
-
Baker JW, Jayaram N.Correlation of spectral acceleration values from NGA ground motion models. Earthquake Spectra 2008; 24(1):299-317.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 299-317
-
-
Baker, J.W.1
Jayaram, N.2
-
24
-
-
55049124116
-
Statistical tests of the joint distribution of spectral acceleration values
-
DOI 10.1785/0120070208.
-
Jayaram N, Baker JW.Statistical tests of the joint distribution of spectral acceleration values. Bulletin of the Seismological Society of America 2008; 98(5):2231-2243, DOI 10.1785/0120070208.
-
(2008)
Bulletin of the Seismological Society of America
, vol.98
, Issue.5
, pp. 2231-2243
-
-
Jayaram, N.1
Baker, J.W.2
-
25
-
-
48549085097
-
NGA project strong-motion database
-
DOI 10.1193/1.2894831.
-
Chiou B, Darragh R, Gregor N, Silva W.NGA project strong-motion database. Earthquake Spectra 2008; 24(1):23-44, DOI 10.1193/1.2894831.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 23-44
-
-
Chiou, B.1
Darragh, R.2
Gregor, N.3
Silva, W.4
-
26
-
-
84883794744
-
-
OpenSHA Implementation of the GCIM Approach for Ground Motion Selection. Southern California Earthquake Center (SCEC) Annual Meeting: Palm Springs, CA
-
Bradley BA.OpenSHA Implementation of the GCIM Approach for Ground Motion Selection. Southern California Earthquake Center (SCEC) Annual Meeting: Palm Springs, CA, (2010).
-
(2010)
-
-
Bradley, B.A.1
-
28
-
-
84883825313
-
-
Probabilistic seismic demand analysis of nonlinear structures. Technical Report RMS-35, RMS Program: Stanford, CA
-
Shome N, Cornell CA.Probabilistic seismic demand analysis of nonlinear structures. Technical Report RMS-35, RMS Program: Stanford, CA, 1999.
-
(1999)
-
-
Shome, N.1
Cornell, C.A.2
-
30
-
-
0033115232
-
Seismic reliability of special moment steel frames with welded connections: I
-
Song J, Ellingwood BR.Seismic reliability of special moment steel frames with welded connections: I. Journal of Structural Engineering 1999; 125(4):357-371.
-
(1999)
Journal of Structural Engineering
, vol.125
, Issue.4
, pp. 357-371
-
-
Song, J.1
Ellingwood, B.R.2
-
31
-
-
0034541553
-
Statistical analysis of fragility curves
-
Shinozuka M, Feng MQ, Lee J, Naganuma T.Statistical analysis of fragility curves. Journal of Engineering Mechanics 2000; 126(12):1224-1231.
-
(2000)
Journal of Engineering Mechanics
, vol.126
, Issue.12
, pp. 1224-1231
-
-
Shinozuka, M.1
Feng, M.Q.2
Lee, J.3
Naganuma, T.4
-
32
-
-
0035252983
-
Seismic fragility of RC structural walls: Displacement approach
-
Sasani M, Kiureghian AD.Seismic fragility of RC structural walls: Displacement approach. Journal of Structural Engineering 2001; 127(2):219-228.
-
(2001)
Journal of Structural Engineering
, vol.127
, Issue.2
, pp. 219-228
-
-
Sasani, M.1
Kiureghian, A.D.2
-
33
-
-
19044382381
-
Probability-based seismic response analysis
-
Aslani H, Miranda E.Probability-based seismic response analysis. Engineering Structures 2005; 27(8):1151-1163.
-
(2005)
Engineering Structures
, vol.27
, Issue.8
, pp. 1151-1163
-
-
Aslani, H.1
Miranda, E.2
-
34
-
-
33845932614
-
Improved probabilistic quantification of drift demands for seismic evaluation
-
Stoica M, Medina RA, McCuen RH.Improved probabilistic quantification of drift demands for seismic evaluation. Structural Safety 2007; 29(2):132-145.
-
(2007)
Structural Safety
, vol.29
, Issue.2
, pp. 132-145
-
-
Stoica, M.1
Medina, R.A.2
McCuen, R.H.3
-
35
-
-
84883820204
-
-
Vector-valued ground motion intensity measures for probabilistic seismic demand analysis. PhD Thesis, Stanford University
-
Baker JW.Vector-valued ground motion intensity measures for probabilistic seismic demand analysis. PhD Thesis, Stanford University, 2005.
-
(2005)
-
-
Baker, J.W.1
-
36
-
-
41149173821
-
Improved seismic fragility modeling from empirical data
-
Straub D, Kiureghian AD.Improved seismic fragility modeling from empirical data. Structural Safety 2008; 30(4):320-336.
-
(2008)
Structural Safety
, vol.30
, Issue.4
, pp. 320-336
-
-
Straub, D.1
Kiureghian, A.D.2
-
37
-
-
84883759436
-
-
Advancement of hazard-consistent ground motion selection methodology. PhD Thesis, Stanford University
-
Lin T.Advancement of hazard-consistent ground motion selection methodology. PhD Thesis, Stanford University, 2012.
-
(2012)
-
-
Lin, T.1
-
39
-
-
77952864805
-
Prediction of spatially distributed seismic demands in specific structures: Ground motion and structural response
-
DOI 10.1002/eqe.954.
-
Bradley BA, Dhakal RP, MacRae GA, Cubrinovski M.Prediction of spatially distributed seismic demands in specific structures: Ground motion and structural response. Earthquake Engineering & Structural Dynamics 2010; 39(5):501-520, DOI 10.1002/eqe.954.
-
(2010)
Earthquake Engineering & Structural Dynamics
, vol.39
, Issue.5
, pp. 501-520
-
-
Bradley, B.A.1
Dhakal, R.P.2
MacRae, G.A.3
Cubrinovski, M.4
-
40
-
-
77954498306
-
Prediction of spatially distributed seismic demands in specific structures: Structural response to loss estimation
-
DOI 10.1002/eqe.955.
-
Bradley BA, Dhakal RP, MacRae GA, Cubrinovski M.Prediction of spatially distributed seismic demands in specific structures: Structural response to loss estimation. Earthquake Engineering & Structural Dynamics 2010; 39(6):591-613, DOI 10.1002/eqe.955.
-
(2010)
Earthquake Engineering & Structural Dynamics
, vol.39
, Issue.6
, pp. 591-613
-
-
Bradley, B.A.1
Dhakal, R.P.2
MacRae, G.A.3
Cubrinovski, M.4
-
41
-
-
34250736042
-
Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions
-
Luco N, Cornell CA.Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions. Earthquake Spectra 2007; 23(2):357-392.
-
(2007)
Earthquake Spectra
, vol.23
, Issue.2
, pp. 357-392
-
-
Luco, N.1
Cornell, C.A.2
-
42
-
-
84883791679
-
-
NIST. Selecting and scaling earthquake ground motions for performing response-history analyses, NIST GCR 11-917-15. Technical Report, prepared by the NEHRP Consultants Joint Venture for the National Institute of Standards and Technology, Gaithersburg, Maryland
-
NIST. Selecting and scaling earthquake ground motions for performing response-history analyses, NIST GCR 11-917-15. Technical Report, prepared by the NEHRP Consultants Joint Venture for the National Institute of Standards and Technology, Gaithersburg, Maryland, 2011.
-
(2011)
-
-
|