Overview of GMSM Methods Nicolas Luco 1 st Workshop on Ground Motion Selection and Modification (GMSM) for Nonlinear Analysis – 27 October 2006
Jan 15, 2016
Overview of GMSM Methods
Nicolas Luco
1st Workshop on Ground Motion Selection and Modification (GMSM) for Nonlinear Analysis – 27 October 2006
NSF Year 7 Site Visit
GMSM Methods Currently being Compared
NSF Year 7 Site Visit
Nonlinear Analysis Results being Compared(Objectives of GMSM Methods Currently being
Compared)
1. Cumulative Distribution Function (CDF) of the Engineering Demand Parameter (EDP) for a given earthquake magnitude (M), source-to-site distance (R), 30m shear wave velocity (S), and style of faulting (F).
2. Median EDP | M, R, S, F.
3. CDF of EDP | M, R, S, F and a given pseudo spectral acceleration at the estimated fundamental period of the structure (and a 5% damping ratio), SA(T1).
4. Median EDP | M, R, S, F and SA(T1).
NSF Year 7 Site Visit
Specifics of Current Comparison Case
Structure = 4-Story Reinforced Concrete (RC) Special Moment Frame (SMF) Building, T1 ≈ 1 sec.
EDP = maximum (over height) peak (over time) inter-story drift ratio (MIDR)
M = 7 (moment magnitude)
R = 10 km (closest distance to rupture)
S = 400 m/sec (30m shear wave velocity)
F = strike-slip (style of faulting)
SA(T1) = +2 sigma level (=2) based on Campbell & Bozorgnia (2006) GM prediction equation
NSF Year 7 Site Visit
Specifics of Current Comparison Case
10-2
10-1
100
101
10-2
10-1
100
101
Period [sec]
Sp
ect
ral A
cce
lera
tion
[g
]M = 7, R = 10km, S = 400m/s, F = SS
Median Spectrum+2 Sigma Spectrum
SA(T1)=1.08g
NSF Year 7 Site Visit
Categories of Methods for Objective #1( i.e., CDF of EDP | M, R, S, F )
Select GMs for a M-R-S-F "bin" chosen to be consistent with the given M, R, S, F (no scaling).(Watson-Lamprey)
Scale (in amplitude) each GM in bin so as to "correct" for ranges of M, R, S, F values vs. given values.(Bozorgnia)
Select GMs that, with scaling, will both …(i) closely match the median response spectrum(ii) sample the variability of the response spectra(Rathje, Youngs/DGML, Almoradi)
Adjust resulting variability of EDP for effects of scaling.(Shome)
NSF Year 7 Site Visit
Example GMSM Method for Objective #1( i.e., CDF of EDP | M, R, S, F )
Selection Procedure1. Gather GMs for bin consistent with given M, R, S, F.2. Select from combinations of scaled GMs generated
by modification procedure
Modification Procedure1. Scale GMs such that their median matches the
median response spectrum for given M, R, S, F, and such that their variability matches the variability in SA(T).
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Example GMSM Method for Objective #1( i.e., CDF of EDP | M, R, S, F )
NSF Year 7 Site Visit
Categories of Methods for Objective #2( i.e., Median of EDP | M, R, S, F )
Select GMs according to M-R-S-F bin and scale to median value of scalar EDP-proxy (e.g., SA(T1) or inelastic spectral displacement) for given M, R, S, F.(Shome, Haselton, Cornell, Bozorgnia)
Select GMs to match, with scaling allowed, median of EDP-proxy (e.g., elastic response spectrum or inelastic spectral displacement) for given M, R, S, F.(Youngs/DGML, Alimoradi, Baker, Watson-Lamprey, Shantz)
Select GMs according to M-R-S-F bin (or randomly select?) and spectral-match them to median elastic or inelastic response spectrum.(Bazzurro/RASCAL, Watson-Lamprey/RSPMATCH, Bozorgnia)
NSF Year 7 Site Visit
Example GMSM Method for Objective #2( i.e., Median of EDP | M, R, S, F )
Selection Procedure1. Gather GMs for bin consistent with given M, R, S.2. After scaling (procedure below), select GMs with
smallest Mean Squared Error (MSE) w.r.t. median spectrum for given M, R, S, F.
Modification Procedure1. Scale GMs to minimize MSE w.r.t. median
spectrum for given M, R, S, F.
NSF Year 7 Site Visit
Example GMSM Method for Objective #2( i.e., Median of EDP | M, R, S, F )
1 2 3 40.90.80.70.60.5
Pe rio d (se c)
0.1
1
0.2
0.5
2
5
0.05
Sca
led
(S
A /
PG
A)
S caled Fau lt-N orm al C omponents P eriod R ange: 0 .5 to 4 .0 seconds
Target: FN
12 sca led FN s
5% dam ping
(Source: Youngs, Power & Chin; 2006)
NSF Year 7 Site Visit
Categories of Methods for Objective #3( i.e., CDF of EDP | M, R, S, F, and SA(T1) )
Select GMs for bin that is consistent with given M, R, S, F, and SA(T1) (no scaling).
Scale (individually) GMs in bin to "correct" for ranges of M, R, S, F, and SA(T1) values vs. given values.(Luco/Bozorgnia/Tothong)
Select GMs for M-R-S-F-consistent bin and scale them to given SA(T1).(Shome)
Select GMs for Objective #1 (CDF of EDP | M, R, S, F) and scale them to given SA(T1).(Alimoradi, Youngs/DGML)
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( i.e., CDF of EDP | M, R, S, F, and SA(T1) )
Selection Procedure1. Gather GMs for bin consistent with | M, R, S, F, SA(T1).
Modification Procedure1. For each GM (unscaled), calculate …
2. Iteratively scale each GM such that …
IM1I&2E = scalar combination of first-mode inelastic spectral displacement and SA(T2) (Luco & Cornell, 2002)
Example GMSM Method for Objective #3
GM of for Geomean
GM for
)(,,,,)(
&
&&
121
2121 TSAFSRMIM
IMIM
EI
EIEI
)(,,,,)( &&& 1212121 TSAFSRMIMIMIM EIEIEI Given for GeomeanGM for
NSF Year 7 Site Visit
Example GMSM Method for Objective #3( i.e., CDF of EDP | M, R, S, F, and SA(T1) )
Ground Motion Prediction Equation (GMPE) for IM1I&2E is available from Tothong & Cornell (2007).
GMPEs for Inelastic Spectral Displacement (part of IM1I&2E) are available for …
… constant strength, dy (Tothong & Cornell, 2006)
… constant ductility, (Bozorgnia et al., 2006)
… constant strength reduction factor, R (???)
Combine with GMPE for SA(T2) and its correlation with SA(T1) to approximate GMPE for IM1I&2E.
NSF Year 7 Site Visit
Categories of Methods for Objective #4( i.e., Median of EDP | M, R, S, F and SA(T1) )
Select GMs for Objective #2 (Median of EDP | M, R, S, F) and scale them to given SA(T1).(Youngs/DGML)
Select GMs to match, with scaling allowed, median (or other target) of EDP-proxy (e.g., elastic or inelastic response spectrum) for given M, R, S, F, and SA(T1).(Alimoradi, Baker, Watson-Lamprey, Shantz, Rathje)
Select GMs according to M-R-S-F bin (or randomly select?) and spectral-match them to elastic or inelastic response spectrum consistent with SA(T1).(Bazzurro/RASCAL, Watson-Lamprey/RSPMATCH, Bozorgnia)
NSF Year 7 Site Visit
Example GMSM Method for Objective #4( i.e., Median of EDP | M, R, S, F, and SA(T1) )
Selection Procedure1. Gather GMs for bin consistent with given M, R, S, F,
and/or SA(T1) (e.g., M = 6.75 to 7.25, R = 0 to 20 km).
Or … randomly select GMs?
Modification Procedure1. Spectral-match each GM to Conditional Mean
Spectrum (CMS – Baker & Cornell, 2006) for given M, R, S, F and SA(T1).
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Example GMSM Method for Objective #4( i.e., Median of EDP | M, R, S, F, and SA(T1) )
e.g., from Bazzurro using RASCAL (Silva & Lee, 1987)
10-2
10-1
100
101
10-2
10-1
100
101
Target Spectrum = Conditional
Period [sec]
Sp
ect
ral A
cce
lera
tion
[g
]
10-2
10-1
100
101
10-2
10-1
100
101
Target Spectrum = Conditional
Period [sec]
Sp
ect
ral A
cce
lera
tion
[g
]
NSF Year 7 Site Visit
GMSM Methods Currently being Compared
NSF Year 7 Site Visit
Additional GMSM Methods to be Compared
NSF Year 7 Site Visit
NSF Year 7 Site Visit
Example GMSM Method for Objective #1( i.e., CDF of EDP | M, R, S, F )
Selection Procedure1. Decide on "bin" consistent with given M, R, S, F.
(e.g., M = 6.75 to 7.25, R = 0 to 20 km)2. Gather GMs for chosen bin.
Modification Procedure1. Scale each GM by …
… where the Median SA(T1) is from a GM Prediction Equation (GMPE).
GM of for Median
given for Median
FSRMTSA
FSRMTSASF
,,,)(
,,,)(
1
1