A fully connected wall would have substantially reduced the beam damage and would prevent column shear failure. ... the anchorage of between the wall and the columns can be improved based on recommendations made in this article. ... CCEER-02-01, University of Nevada, Reno, Nev., 2002. 8. ... Federal Highway Administration, aquot;Seismic Retrofitting Manual for Highway Bridges, aquot; Publication No .
|Title||:||American Concrete Institute Structural Journal|