Autor: |
Raftopoulos, D. D., Scavuzzo, R. J. |
Zdroj: |
Journal of the Acoustical Society of America; 1974, Vol. 55 Issue 4, p877-879, 3p |
Abstrakt: |
The effect on maximum lateral seismic inertia forces of sliding between the foundation of a heavy-stiff building structure and the soil is studied. The lateral inertia force acting on the structure is limited to a value FD, which is determined by multiplying a prescribed coefficient of friction times the total structural weight. Effects of rocking of the structure are not considered. The soil is modeled as a two-dimensional elastic half space. Results are evaluated by comparing the effect of increased sliding on the spectrum response of the lateral motion of the foundation mass. [ABSTRACT FROM AUTHOR] |
Databáze: |
Complementary Index |
Externí odkaz: |
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