Research Article
Dec 1980
Column Response to Horizontal-Vertical Earthquakes
Authors: Y.K. Lin and Teng-Yuan ShihAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 106, Issue 6
Abstract
Using a simple structural model which consists of a massless column supporting a concentrated mass at the top, it is shown that the vertical ground motion in an earthquake can amplify the power of the horizontal ground motion, and cause greater horizontal structural displacement response. Furthermore, this amplification effect is greater for greater initial response; i.e., the response initally computed without taking the vertical excitation into consideration. Although the present analysis is based on a linear structural model, numerical computations have included large deflections so that the general trend can become more visible, and the results so obtained can provide useful guides for future investigation into the nonlinear inelastic regimes.
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Published In
Journal of the Engineering Mechanics Division
Volume 106 • Issue 6 • December 1980
Pages: 1099 - 1109
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© 1980 American Society of Civil Engineers.
History
Published in print: Dec 1980
Published online: Feb 3, 2021
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Y.K. Lin
Prof. of Aeronautical and Astronautical Engrg., Univ. of Illinios at Urbana-Champaign, Urbana, Ill.
Teng-Yuan Shih
Grad. Student, Dept. of Aeronautical and Astronautical Engrg., Univ. of Illinois at Urbana-Chanpaign, Urbana, Ill.
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