3D Wind-Excited Response of Slender Structures: Closed-Form Solution-Reference-Cited by-同舟云学术

3D Wind-Excited Response of Slender Structures: Closed-Form Solution

Published:2000-08 Issue:8 Volume:126 Page:936-943
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Piccardo G.¹²³,Solari G.¹²³

Affiliation:

1. Member, ASCE

2. Assoc. Prof., DISEG, Dept. of Struct. and Geotech. Engrg., Univ. of Genoa, Via Montallegro 1, 16145 Genoa, Italy.

3. Prof. and Head, DISEG, Dept. of Struct. and Geotech. Engrg., Univ. of Genoa, Via Montallegro 1, 16145 Genoa, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282000%29126%3A8%28936%29

Reference18 articles.

1. “Circular-cylindrical structures: Dynamic response to vortex shedding. Part I: Calculation procedures and derivation.” (1990). ESDU 85038 Engineering Sciences Data Unit London.

2. Davenport A. G. (1961). “The application of statistical concepts of wind loading of structures.” Proc. Instn. Civ. Engrs. London 19 449–472.

3. Davenport A. G. (1964). “Note on the distribution of the largest value of a random function with application to gust loading.” Proc. Instn. Civ. Engrs. London 24 187–196.

4. “Wind-excited response of buildings in higher modes.”;Kareem A.;J. Struct. Div.,1981

5. Lateral‐Torsional Motion of Tall Buildings to Wind Loads

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