Wind-Induced Peak Bending Moments in Low-Rise Building Frames-Reference-Cited by-同舟云学术

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

Published:2000-08 Issue:8 Volume:126 Page:879-881
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Gioffrè Massimiliano¹²³⁴,Grigoriu Mircea¹²³⁴,Kasperski Michael¹²³⁴,Simiu Emil¹²³⁴

Affiliation:

1. Inst. of Energy Sci., Facu. of Engrg., Univ. of Perugia, 06125 Perugia, Italy.

2. Dept. of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853.

3. Aerodyn. im Bauwesen, Ruhr-Universitaet Bochum, Germany.

4. Build. and Fire Res. Lab., National Inst. of Standards and Technology, Gaithersburg, MD 20899-8611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282000%29126%3A8%28879%29

Reference3 articles.

1. 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.

2. 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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