Analysis of Wind Pressure Data on Components and Cladding of Low-Rise Buildings

Author:

Duthinh Dat1,Main Joseph A.2,Gierson Matthew L.3,Phillips Brian M.4

Affiliation:

1. Research Structural Engineer, Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 21702 (corresponding author).

2. Research Structural Engineer, Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 21702.

3. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Maryland, College Park, MD 20742.

4. Assistant Professor, Dept. of Civil Engineering, Univ. of Maryland, College Park, MD 20742.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. On the empty sphere;Delaunay B.;Bull. USSR Acad. Sci.,1934

2. Wind speeds over short periods of time;Durst C. S.;Meteorol. Mag.,1960

3. Estimating peaks of stationary random processes: A peaks-over-threshold approach;Duthinh D.;J. Risk Uncertainty Eng. Syst. Part A,2017

4. Uncertainties in the Estimation of Local Peak Pressures on Low-Rise Buildings by Using the Gumbel Distribution Fitting Approach

5. Gavanski E. Kopp G. A. and Vickery P. J. (2013a). “Roof sheathing wind loads on wood-frame residential houses.” 12th Americas Conf. on Wind Engineering (12ACWE) American Association for Wind Engineering Fort Collins CO.

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