Abstract

In the 1971 San Fernando earthquake, large numbers of concrete tilt-up warehouse buildings had partial roof collapses as perimeter walls separated from the roof. The culprit was a design flaw that relied upon wood ledgers in cross-grain tension/bending for anchorage of the wall to the roof diaphragm. In the 1984 Morgan Hill and 1989 Loma Prieta earthquakes, instrumented tilt-up buildings indicated that past code-level anchorage forces were too low; and in the 1994 Northridge earthquake it was observed that anchorage systems had insufficient ductility and overstrength to resist the high force demands.

Disciplines

Architectural Engineering

Number of Pages

6

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URL: https://digitalcommons.calpoly.edu/aen_fac/177