Abstract
Earthquake can cause large destruction in industrial structures.
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Abbreviations
- \( N_{m} \) :
-
Cumulative number of earthquakes of given magnitude or larger that are expected to occur during a specified period of time
- a :
-
The log number of earthquakes zero or greater expected to occur during same time
- b :
-
The slope of Gutenberg –Richter curve which characterizes a large portion of earthquakes
- R :
-
Hypocentral distance
- M :
-
Magnitude
- \( \upsilon_{k} (m_{0} ) \) :
-
The annual frequency of occurrence of earthquakes on seismic source k whose magnitudes are greater than m0 and below the maximum event size, mu
- fR(r):
-
Probability density function of source-to-site distance ‘R’
- f M \( (m_{i} ) \) :
-
Probability density function of magnitude ‘M’
- P(A > a|mi,rj):
-
The probability that ground motion level ‘a’ will be exceeded, for a given earthquake of magnitude mi at distance of rj from the site
- H :
-
Depth of focus
- t :
-
Plant lifetime
- Mo:
-
Seismic moment
- f o :
-
Corner frequency
- β :
-
Shear wave velocity
- \( \Delta \sigma \) :
-
Stress drop
- \( R_{\theta \psi } \) :
-
Radiation pattern
- \( \rho \) :
-
Density
- K :
-
Kappa
- Q :
-
Quality factor
- \( \frac{{S_{\alpha } }}{g} \) :
-
The ratio of spectral acceleration at bedrock level to acceleration due to gravity
References
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Boore DM (2003) Simulation of ground motion using the stochastic method. Pure Appl Geophys 160:635–676
Atkinson GM, Boore DM (2011) Modifications to existing ground-motion prediction equations in light of new data. Bull Seismol Soc Am 101(3):1121–1135
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Campbell KW (2003) Prediction of strong ground motion using the hybrid empirical method and its use in the development of ground-motion (attenuation) relations in Eastern North America. Bull Seismol Soc Am 93(36):1012–1033
Silva W, Gregor N, Darragh R (2002) Development of regional hard rock attenuation relations for Central And Eastern North America. Unpublished report, Pacific Engineering and Analysis, El Cerrito, California
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Boore DM, Joyner WB, Fumal TE (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
Further Reading
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EPRI NP-4726 (1991) Seismic hazard methodology for the Central and Eastern United States. EPRI
IAEA-SSG-9 (2010) Seismic hazards in site evaluation for nuclear installations. International Atomic Energy Agency, Vienna
IAEA-TECDOC-724 (1993) Probabilistic safety assessment for seismic events. International Atomic Energy Agency, Vienna
Kennedy RP, Cornell CA, Campbell RD, Kaplan S, Perla HF (1980) Probabilistic seismic safety study of an existing nuclear power plant. Nucl Eng Des 59:315–338
Kijko A, Dessokey MM (1987) Application of the extreme magnitude distributions to incomplete earthquake files. Bull Seism Soc Am 77(4):1429–1436
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Kijko A, Sellevoll MA (1992) Estimation of earthquake hazard parameters from incomplete data files Part II. Incorporation of magnitude heterogeneity. Bull Seism Soc America 82(1):120–134
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Appendix 1: Development of New Attenuation Relationships
Appendix 1: Development of New Attenuation Relationships
2.1.1 A.1 Introduction
As explained in Sect. 2.7, there are two approaches available for developing attenuation relationships . First one is regression from strong motion database, and the second one is from simulation. The steps involved in development of new attenuation relationships are given below:
-
Step 1: Obtain acceleration time histories from either earthquake records or from simulation for various magnitudes and distances.
-
Step 2: Evaluate response spectra corresponding to required damping from the available acceleration time histories.
-
Step 3: For each frequency of the response spectrum , segregate the spectral acceleration data for all magnitudes and distances.
-
Step 4: Select a suitable form for attenuation relationship.
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Step 5: Evaluate the coefficients of attenuation relationship for each frequency using the regression procedure explained in subsequent section.
-
Step 6: Evaluate the standard deviation for each frequency
2.1.2 A.2 Details of Evaluation of Coefficients of Attenuation Relationship Using Regression
After segregating the spectral acceleration for all magnitudes and distances corresponding to each frequency and selection of the form, the coefficients of attenuation relationship are evaluated using regression as described below:
-
Step 1: The first step in regression is to obtain a system of linear equations from the data and attenuation relationship form.
-
Step 2: Solution of set of linear equations to obtain the coefficients of attenuation relationship.
-
Step 3: Evaluate the standard deviation of the data.
This procedure is illustrated in the example given below:
Example A.1
From the data of PGA (g) for different magnitudes and distances given in Table 2.14, evaluate the coefficients of attenuation relationship given below. Also, estimate the standard deviation.
-
Step 1:
-
The first step in regression is to obtain a system of linear equations.
-
$$ AX = B $$
-
In which A, B, and X are given as follows:
-
$$ \begin{aligned} A \, & = \left[ {\begin{array}{*{20}c} 1 & {M_{1} } & {M_{1}^{2} } & {\log R_{1} } \\ 1 & {M_{2} } & {M_{2}^{2} } & {\log R_{2} } \\ 1 & {M_{3} } & {M_{3}^{2} } & {\log R_{3} } \\ 1 & {M_{4} } & {M_{4}^{2} } & {\log R_{4} } \\ 1 & {M_{5} } & {M_{5}^{2} } & {\log R_{5} } \\ 1 & {M_{6} } & {M_{6}^{2} } & {\log R_{6} } \\ 1 & {M_{7} } & {M_{7}^{2} } & {\log R_{7} } \\ 1 & {M_{8} } & {M_{8}^{2} } & {\log R_{8} } \\ 1 & {M_{9} } & {M_{9}^{2} } & {\log R_{9} } \\ \end{array} } \right] \\ & = \left[ {\begin{array}{*{20}c} {1.0000} & {4.5000} & {20.2500} & {1.3010} \\ {1.0000} & {4.5000 } & {20.2500} & {1.9031} \\ {1.0000} & {4.5000 } & {20.2500} & {2.1761} \\ {1.0000} & {5.0000} & {25.0000} & {1.4771} \\ {1.0000} & {5.0000} & {25.0000} & {1.7404} \\ {1.0000} & {5.5000} & {30.2500} & {1.8451} \\ {1.0000} & {6.0000} & {36.0000} & {1.4771} \\ {1.0000} & {6.0000} & {36.0000} & {2.3010} \\ {1.0000} & {6.5000} & {42.2500} & {1.6021} \\ \end{array} } \right] \\ \end{aligned} $$$$ \begin{aligned} B & = \left[ {\begin{array}{*{20}l} {{ \log }\left( {\text{PGA}} \right)_{1} } \\ {{ \log }\left( {\text{PGA}} \right)_{2} } \\ {{ \log }\left( {\text{PGA}} \right)_{3} } \\ {{ \log }\left( {\text{PGA}} \right)_{4} } \\ {{ \log }\left( {\text{PGA}} \right)_{5} } \\ \end{array} } \right] \\ & = \left[ {\begin{array}{*{20}c} { - 2.8774} \\ { - 2.7122} \\ { - 2.6540} \\ { - 2.8223} \\ { - 2.7510} \\ { - 2.7256} \\ { - 2.8223} \\ { - 2.6297} \\ { - 2.7870} \\ \end{array} } \right] \\ X & = \left[ {\begin{array}{*{20}l} {C_{1} } \\ {C_{2} } \\ {\begin{array}{*{20}l} {C_{3} } \\ {C_{4} } \\ \end{array} } \\ \end{array} } \right] \\ \end{aligned} $$
-
Step 2: Obtain the least square solution for the set of linear equations, by solving
-
\( X = A^{ - 1} B \) and X can be obtained as:
-
$$ X = \left[ {\begin{array}{*{20}l} { - 3.2728} \\ { 0.0325} \\ {\begin{array}{*{20}c} { - 0.0029} \\ {0.2444} \\ \end{array} } \\ \end{array} } \right] $$
-
Step 3: Evaluate the standard deviation of \( \log \left( {\text{PGA}} \right) \), which is obtained as 0.0816.
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Muruva, H.P., Kiran, A.R., Bandyopadhyay, S., Reddy, G.R., Agrawal, M.K., Verma, A.K. (2019). Design Basis Ground Motion. In: Reddy, G., Muruva, H., Verma, A. (eds) Textbook of Seismic Design. Springer, Singapore. https://doi.org/10.1007/978-981-13-3176-3_2
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