An 8 inch 1906 brick wall is proped as an anchor for a seismic reinforcement.Needed is a rational idea on determing the probable capacity of a half inch anchor bolt set in epoxy. But what kind of capacity can be expected from that bolt in good but old brick? Using an instrument in the brick...
A few weeks ago I glimpsed an article that discussed a method that had been used to statistically analyse a set of seismic records. It was felt that they had developed a system that would reasonably forecast the occurence of a seismic event before it happened, in an area of study.
Now I cannot...
