Deterministic Model for Wind‐Induced Oscillations of Buildings

Author:

Balendra Thambirajah,Nathan G. K.,Kang Kok Hin

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference20 articles.

1. “Across wind response due to vortex shedding: Isolated circular cylindrical structures in wind or gas flows.” (1978). Item No. 78006 Engineering Sciences Data Unit London U.K.

2. Tortional Vibration of Along-Wind Excited Structures

3. Kang K. H. (1987). “Wind induced oscillation of a slender body in atmospheric boundary layer ” thesis presented to the National University of Singapore at Kent Ridge Singapore in partial fulfillment of the requirements for the degree of Master of Engineering.

4. Acrosswind Response of Buildings

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1. Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability;International Journal of Non-Linear Mechanics;2016-04

2. A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings;Zeitschrift für angewandte Mathematik und Physik;2014-09-10

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4. Wind-induced coupled motion of tall buildings with varying square plan with height;Journal of Wind Engineering and Industrial Aerodynamics;2011-05

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