TECHNICAL PAPERS
Apr 1, 1990

Propagation of Earthquake Waves in Buildings with Soft First Floor

Publication: Journal of Engineering Mechanics
Volume 116, Issue 4

Abstract

Simplified response of buildings with a soft first floor and excited by propagating wave motion at the base are studied, so that the physical phenomena associated with phased input excitation can be characterized. Analytical solutions are obtained for two‐dimensional continuous building models, neglecting the soil‐structure interaction, and for monochromatic antiplane excitation. It is shown that the wave energy does not always propagate from the ground into the building, depending on the value of the horizontal phase velocity of the ground motion. There is a possibility that it propagates only into the “soft” first floor, which then acts as an “isolation layer” for the upper floors. However, this is at the expense of very large deformations of the columns of the first floor, that are not considered in the conventional analysis of buildings. Also, the out‐of‐phase motion of the base may excite torsional vibrations with large amplitudes. It is concluded that the design for P‐delta effects in the soft first floor should not ignore those additional wave passage effects.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Gupta, I. D., and Trifunac, M. D. (1987). “Order statistics in earthquake response of multi‐degree‐of‐freedom systems.” Earthquake Engrg. and Engrg. Vibration, 7(4), 15–50.
2.
Gupta, I. D., and Trifunac, M. D. (1988). “Order statistics of peaks in earthquake response.” ASCE, J. Engrg. Mech., 114(10), 1605–1627.
3.
Kojić, S., Trifunac, M. D., and Anderson, J. C. (1984). “A postearthquake response analysis of the Imperial County Services Building in El Centra.” Dept. of Civ. Engrg. Report No. CE 84‐02, Univ. of Southern California, Los Angeles, Calif.
4.
Krivelev, V. A., ed. (1987). “Volnovie protcesi v konstrukciah zdanii pri seizmitcheskiih vozdeistviah.” Nauka, Soviet Academy of Sciences, Moscow, U.S.S.R. (in Russian).
5.
Todorovska, M. I., Lee, V. W., and Trifunac, M. D. (1988). “Investigation of earthquake response of long buildings.” Dept. of Civ. Engrg. Report No. CE 88‐02, Univ. of Southern California, Los Angeles, Calif.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 4April 1990
Pages: 892 - 900

History

Published online: Apr 1, 1990
Published in print: Apr 1990

Permissions

Request permissions for this article.

Authors

Affiliations

M. I. Todorovska
Res. Assoc., Dept. Civ. Engrg., Univ. of Southern California, Los Angeles, CA 90089‐2531
M. D. Trifunac
Prof., Dept. Civ. Engrg., Univ. of Southern California, Los Angeles, CA

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share