Download PDF by Knut Aas-Jakobsen, Mathis Grenacher (auth.): Analysis of Slender Reinforced Concrete Frames

By Knut Aas-Jakobsen, Mathis Grenacher (auth.)

ISBN-10: 3034859767

ISBN-13: 9783034859769

ISBN-10: 3764307315

ISBN-13: 9783764307318

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46 CACCIAMANI ET AL. APPENDIX: CALCULATING THE SPI INDEX In most cases, the distribution that best models observational precipitation data is the Gamma distribution. The density probability function for the Gamma distribution is given by the expression: 1 g x = x −1 −x e for x > 0 (1) where > 0 is the shape parameter , > 0 is the scale parameter and x > 0 is the amount of precipitation. ny−1 ≡ v=0 y + v y −1 −y e dy (2) 0 In general, the Gamma function is evaluated either numerically or using the values tabulated depending on the value taken by parameter .

ACKNOWLEDGEMENTS This work was funded by the European Union under the INTERREG III B area MEDOCC project SEDEMED II. The authors wish to thank the entire Scientific Committee of the SEDEMED II projects for their useful suggestions during the project, and the editors for their precious comments during the preparation of this chapter. REFERENCES Abramowitz M, Stegun A, (1965) Handbook of Mathematical formulas, Graphs, and Mathematical Tables. : New York. , Tibaldi, S. (1994) Mesoclimatology of winter temperature and precipitation in the Po Valley of northern Italy.

REFERENCES Abramowitz M, Stegun A, (1965) Handbook of Mathematical formulas, Graphs, and Mathematical Tables. : New York. , Tibaldi, S. (1994) Mesoclimatology of winter temperature and precipitation in the Po Valley of northern Italy. International Journal of Climatology, 14, no. 7, 777–814. Edwards DC, McKee TB, (1997) Characteristic of 20th century drought in the United States at multiple timescales. Colorado State University: Fort Collins, Climatology Report No 92–2. MONITORING AND FORECASTING DROUGHT ON A REGIONAL SCALE 45 Frei, C.

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Analysis of Slender Reinforced Concrete Frames by Knut Aas-Jakobsen, Mathis Grenacher (auth.)


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