displaying 1 - 6 results in total 6
Lieblein, J.
view article (1.0)Note on Simplified Estimators for Type 1 Extreme-Value Distribution. Final Report.National Bureau of Standards, Washington, DCNBSIR 75-637, December 1974, 14 p.Lechner, J. A.; Simiu, E.; Heckert, N. A.
view article (1.0)Assessment of 'Peaks Over Threshold' Methods for Estimating Extreme Value Distribution Tails.National Institute of Standards and Technology, Gaithersburg, MDStructural Safety, Vol. 12, 305-314, 1993Grigoriu, M.; Alibe, B.
view article (1.0)Practical Approximations of Peak Wave Forces.Univ., Cornell, Ithaca, NYNational Bureau of Standards, Washington, DC; Minerals Management Service, Reston, VA, NBS GCR 84-481, November 1984, 58 p.Simiu, E.; Heckert, N. A.; Whalen, T. M.
view article (1.0)Mean Recurrence Intervals of Ultimate Wind Loads.National Institute of Standards and Technology, Gaithersburg, MD; Purdue Univ., West Lafayette, INOMAE98-1218,Offshore Mechanics and Arctic Enginering (OMAE), 17th International Conference. Proceedings. American Society of Mechanical Engineers. OMAE98-1218. July 1998, 1-6 p., 1998Rigato, A.; Chang, P.; Simiu, E.
view article (1.0)Database-Assisted Design, Standardization, and Wind Direction Effects.Maryland Univ., College Park; National Institute of Standards and Technology, Gaithersburg, MDJournal of Structural Engineering, Vol. 127, No. 8, 853-860, August 2001Rigato, A.; Chang, P.; Simiu, E.
view article (1.0)Database-Assisted Design, Standardization, and Wind Direction Effects.Maryland Univ., College Park; National Institute of Standards and Technology, Gaithersburg, MDJournal of Structural Engineering, Vol. 127, No. 8, 853-860, August 2001