Civil Engineering Reference
In-Depth Information
4.11 References
Ang A H S, Tang W H (2007).
Probability concepts in engineering: Emphasis
on applications in civil and environmental engineering
, New York, John Wiley
& Sons.
Arias A (1970). A measure of earthquake intensity, in
Seismic Design for Nuclear
Power Plants
, R. J. Hansen, Editor. Cambridge, MA, MIT Press.
ASCE (2006). Minimum design loads for buildings and other structures, American
Society of Civil Engineers,
ASCE Standard No. 007-05
, American Society of Civil
Engineers.
ATC-58 (2007). Guidelines for seismic performance assessment of buildings: ATC-58
35% Draft, Applied Technology Council, Applied Technology Council.
Baker J W (2007). Correlation of ground motion intensity parameters used
for predicting structural and geotechnical response, in
10th International Confer-
ence on Application of Statistics and Probability in Civil Engineering
. Tokyo,
Japan.
Baker J W (2011). Conditional mean spectrum: Tool for ground motion selection,
Journal of Structural Engineering
,
137
, 322-331.
Baker J W, Cornell C A (2006). Spectral shape, record selection and epsilon,
Earth-
quake Engineering and Structural Dynamics
,
35
, 1077-1095.
Baker J W, Jayaram N (2008). Correlation of spectral acceleration values from NGA
ground motion models,
Earthquake Spectra
,
24
, 299-317.
Bommer J J (2002). Deterministic vs. probabilistic seismic hazard assessment: An
exaggerated and obstructive dichotomy,
Journal of Earthquake Engineering
,
6
,
43-73.
Bommer J J, Acevedo A B (2004). The use of real earthquake accelerograms as
input to dynamic analysis,
Journal of Earthquake Engineering
,
8
, 43-91.
Bommer J J, Martinez-Pereira A (1999). The effective duration of earthquake strong
motion,
Journal of Earthquake Engineering
,
3
, 127-172.
Bommer J J, Magenes G, Hancock J, Penazzo P (2004). The infl uence of strong-
motion duration on the seismic response of masonary structures,
Bulletin of
Earthquake Engineering
,
2
, 1-26.
Bommer J J, Stafford P J, Alarcon J E (2009). Empirical equations for the prediction
of the signifi cant, bracketed, and uniform duration of earthquake ground motion,
Bulletin of the Seismological Society of America
,
99
, 3217-3233.
Boore D M (2003). Simulation of ground motion using the stochastic method,
Pure
and Applied Geophysics
,
160
, 635-676.
Boore D M, Atkinson G M (2008). 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
,
24
, 99-138.
Bowen H, Cubrinovski M (2008). Effective stress analysis of piles in liquefi able soil:
A case study of a bridge foundation,
Bulletin of the New Zealand Society for
Earthquake Engineering
,
41
, 247-262.
Bradley B A (2009). Site specifi c and spatially distributed prediction of acceleration
spectrum intensity,
Bulletin of the Seismological Society of America
,
100
,
792-801.
Bradley B A (2010a). A generalized conditional intensity measure approach and
holistic ground motion selection,
Earthquake Engineering and Structural Dynam-
ics
,
39
, 1321-1342.
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