Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6736941 | Engineering Structures | 2018 | 14 Pages |
Abstract
As an example, the toppling risk methodology is presented using Mexican seismicity and a set of nine electrical equipment commonly used throughout Mexican power stations, with heights between 3 and 5â¯m, covering an ample range of frequency parameters (1.54â¯<â¯p < 2.16â¯rad/s), and block dimensions (1.58â¯mâ¯<â¯R < 2.49â¯m). Further, the effects of site-to-source distance for sites located on firm soil are studied in detail, as the frequency content of these ground motions differ significantly and play a key role in the toppling vulnerability of the blocks. The study shows that the reliability index increases monotonically with increasing block aspect ratio and block size for the nine equipment and the three support conditions studied. This investigation also demonstrates that the reliability of free-standing equipment due to near-source ground motions is slightly higher than that of anchored equipment or base isolated equipment. In contrast, for far-field ground motions, the reliability for anchored equipment is slightly higher than that of free-standing or base isolated equipment.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Miguel A. Jaimes, Gabriel Candia,