NOTICE: Due to a lapse in annual appropriations, most of this website is not being updated. Learn more.
Form submissions will still be accepted but will not receive responses at this time. Sections of this site for programs using non-appropriated funds (such as NVLAP) or those that are excepted from the shutdown (such as CHIPS and NVD) will continue to be updated.
An official website of the United States government
Here’s how you know
Official websites use .gov
A .gov website belongs to an official government organization in the United States.
Secure .gov websites use HTTPS
A lock (
) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.
Wind-Induced Peak Bending Moments in Low-Rise Building Frames
Published
Author(s)
M Gioffre, Mircea Grigoriu, M Kasperski, Emil Simiu
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 data bases 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.
Gioffre, M.
, Grigoriu, M.
, Kasperski, M.
and Simiu, E.
(2000),
Wind-Induced Peak Bending Moments in Low-Rise Building Frames, Journal of Engineering Mechanics-ASCE, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=860170
(Accessed October 14, 2025)