Non-Gaussian Wind Pressure on Prismatic Buildings. I: Stochastic Field

Author:

Gioffrè Massimiliano1234,Gusella Vittorio1234,Grigoriu Mircea1234

Affiliation:

1. Member, ASCE

2. Res. Fellow, Dept. of Civ. and Envir. Engrg., Univ. of Perugia, Via G. Duranti 93, 06125 Perugia, Italy. E-mail: mami@unipg.it

3. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Perugia, Via G. Duranti 93, 06125 Perugia, Italy. E-mail: guse@unipg.it

4. Prof., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853. E-mail: mdg12@cornell.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. ASCE. ( 1995). “Minimum design loads for buildings and other structures.” ASCE 7-95 New York.

2. Augusti G. Baratta A. and Casciati F. ( 1984). Probabilistic methods in structural engineering . Chapman and Hall London.

3. “Statistical treatment of peak gusts on cladding.”;Dalgliesh A. W.;J. Struct. Div.,1971

4. Gioffrè M. ( 1998). “Analysis and simulation of non-Gaussian processes with application to wind engineering and reliability.” PhD thesis University of Florence Italy.

5. Non-Gaussian Wind Pressure on Prismatic Buildings. II: Numerical Simulation

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