Multi-Hazard Assessment of Steel Hangar Structures Subjected to Seismic and Wind Loads
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Andrea Prota | Domenico Asprone | Francesco Ricciardelli | Filippo Maimone | R. Chiodi | A. Prota | D. Asprone | F. Ricciardelli | F. Maimone | R. Chiodi
[1] Irving I. Gringorten,et al. A plotting rule for extreme probability paper , 1963 .
[2] Bruce R. Ellingwood,et al. Mitigating Risk from Abnormal Loads and Progressive Collapse , 2006 .
[3] B. Brookes,et al. Statistical Theory of Extreme Values and Some Practical Applications , 1955, The Mathematical Gazette.
[4] E. Gumbel,et al. Statistics of extremes , 1960 .
[5] C. Meletti,et al. Stime di pericolosità sismica per diverse probabilità di superamento in 50 anni: valori di ag. Progetto INGV-DPC S1, Deliverable D2 , 2007 .
[6] B. J. Vickery,et al. On the prediction of extreme wind speeds from the parent distribution , 1977 .
[7] E. Takle,et al. Note on the Use of Weibull Statistics to Characterize Wind-Speed Data , 1978 .
[8] Fatemeh Jalayer,et al. Direct probabilistic seismic analysis: Implementing non-linear dynamic assessments , 2003 .
[9] Giovanni Solari,et al. Statistical analysis of high return period wind speeds , 1992 .
[10] B. J. Vickery. Gust-factors for internal-pressures in low rise buildings , 1986 .
[11] M. Elisabeth Paté-Cornell. Quantitative safety goals for risk management of industrial facilities , 1994 .
[12] R. Fisher,et al. Limiting forms of the frequency distribution of the largest or smallest member of a sample , 1928, Mathematical Proceedings of the Cambridge Philosophical Society.