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

Journal of Engineering Mechanics

Volumn 126, Issue 8, 2000, Pages 879-881

  Gioffrè, Massimiliano ^a   Grigoriu, Mircea ^b   Kasperski, Michael ^c   Simiu, Emil ^d  

^a UNIVERSITY OF PERUGIA   (Italy)

^b Cornell University   (United States)

^c RUHR UNIVERSITY BOCHUM   (Germany)

^d NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

GAUSSIAN NOISE (ELECTRONIC); BENDING MOMENTS; COMPUTER AIDED ANALYSIS; STRUCTURAL FRAMES;

BUILDING FRAMES; INTERNAL FORCES; LOW-RISE BUILDINGS; NON-GAUSSIAN; NON-GAUSSIAN PROCESS; SURFACE PRESSURES; TRANSLATION MODELS;

BENDING MOMENTS; WIND EFFECTS;

LOW-RISE BUILDING FRAMES;

EID: 0034251225     PISSN: 07339399     EISSN: 19437889     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2000)126:8(879)     Document Type: Article

References (3)

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.