TECHNICAL NOTES
Aug 1, 2000

Wind-Induced Peak Bending Moments in Low-Rise Building Frames

Publication: Journal of Engineering Mechanics
Volume 126, Issue 8

Abstract

We present a procedure for estimating peaks of non-Gaussian processes representing fluctuating internal forces induced by wind in low-rise building frames. The procedure is designed for inclusion in computer programs that use surface pressure databases to obtain peak internal forces in frames. In general, the processes of interest are non-Gaussian, and we apply translation models to estimate the distribution of their peaks. To illustrate the procedure we calibrate a translation model to the record of a 1 h time history of the bending moment at the upwind bent of a low-rise frame.

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References

1.
Grigoriu, M. (1995). Applied non-Gaussian processes, Prentice-Hall, Englewood Cliffs, N.J.
2.
Kasperski, M., Koss, H., and Sahlmen, J. (1996). “BEATRICE joint project: Wind action on low-rise buildings. Part I. Basic information and first results.” J. Wind Engrg. Ind. Aerodyn., 64, 101–125.
3.
Whalen, T., Simiu, E., Harris, G., Lin, J., and Surry, D. (1998). “The use of aerodynamic databases for the effective estimation of wind effects in main wind-force resisting systems: Application to low buildings.” J. Wind Engrg. Ind. Aerodyn., 77 and 78, 685–693.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 126Issue 8August 2000
Pages: 879 - 881

History

Received: Oct 28, 1998
Published online: Aug 1, 2000
Published in print: Aug 2000

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Authors

Affiliations

Inst. of Energy Sci., Facu. of Engrg., Univ. of Perugia, 06125 Perugia, Italy.
Dept. of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853.
Aerodyn. im Bauwesen, Ruhr-Universitaet Bochum, Germany.
Build. and Fire Res. Lab., National Inst. of Standards and Technology, Gaithersburg, MD 20899-8611.

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