Civil Engineering Reference
In-Depth Information
Bradley B A (2010b).
OpenSHA implementation of the GCIM approach for ground
motion selection
, in
Southern California Earthquake Centre (SCEC) Annual
Meeting
. Palm Springs, California, USA.
Bradley B A (2010c). Empirical correlations between peah ground velocity and
spectrum-based intensity measures,
Earthquake Spectra
,
28
, 17-35.
Bradley B A (2011a). Correlation of signifi cant duration with amplitude and cumu-
lative intensity measures and its use in ground motion selection,
Journal of Earth-
quake Engineering
,
15
, 809-832.
Bradley B A (2011b). Displacement spectrum intensity and its use in ground motion
selection,
Soil Dynamics and Earthquake Engineering
,
31
, 1182-1191.
Bradley B A (2011c). Empirical correlation of PGA, spectral accelerations and
spectrum intensities from active shallow crustal earthquakes,
Earthquake Engi-
neering & Structural Dynamics
,
40
, 1707-1721.
Bradley B A (2011d). Empirical correlations between peak ground velocity and
spectrum-based intensity measures,
Earthquake Spectra
,
28
, 17-35.
Bradley B A (2012a). The seismic demand hazard and importance of the condition-
ing intensity measure,
Earthquake Engineering & Structural Dynamics
,
41
,
1417-1437.
Bradley B A (2012b). SA ground motion selection algorithm based on the general-
ized conditional intensity measure approach,
Soil Dynamics and Earthquake
Engineering
,
40
, 48-61.
Bradley B A, Cubrinovski M, Dhakal R P, MacRae G A (2009a). Probabilistic
seismic performance and loss assessment of a bridge-foundation-soil system,
Soil
Dynamics and Earthquake Engineering
,
30
, 395-411.
Bradley B A, Cubrinovski M, MacRae G A, Dhakal R P (2009b). Ground motion
prediction equation for spectrum intensity from spectral acceleration relation-
ships,
Bulletin of the Seismological Society of America
,
99
, 277-285.
Campbell K W, Bozorgnia Y (2010). A ground motion prediction equation for the
horizontal component of cumulative absolute velocity (CAV) based on the
PEER-NGA strong motion database,
Earthquake Spectra
,
26
, 635-650.
CEN (2003). Eurocode 8: Design of structures for earthquake resistance. Part 1:
General rules, seismisc actions and rules for buildings,
Final Draft prEN 1998,
European Committee for Standardization
, Brussels.
Chiou B, Darragh R, Gregor N, Silva W J (2008). NGA project strong-motion data-
base,
Earthquake Spectra
,
24
, 23-44.
EPRI (1988). A criterion for determining exceedance of the operating basis earth-
quake,
EPRI NP-5930
, Palo Alto, California. 330pp.
Field E H, Jordan T H, Cornell C A (2003). OpenSHA: A developing community-
modelling environment for seismic hazard analysis,
Seismological Research
Letters
,
74
, 406-419.
Frankel A, Mueller C, Barnhard T, Perkins D, Leyendecker E, Dickman N, Hanson
S, Hopper M (1996). National Seismic Hazard Maps - Documentation, U.S. Geo-
logical Survey,
Open-File Report 96-532
, U.S. Geological Survey, 110pp.
Housner G W (1952). Spectrum intensities of strong-motion earthquakes, in
Sym-
posium on earthquakes and blast effects on structures
. Los Angeles, CA, Earth-
quake Engineering Research Institute.
Jayaram N, Lin T, Baker J W (2011). A computationally effi cient ground-motion
selection algorithm for matching a target response spectrum mean and variance,
Earthquake Spectra
,
27
, 797-815.
Search WWH ::
Custom Search