EFFECTS OF SPATIALLY VARYING GROUND MOTIONS ON SHORT BRIDGES

The effects of non-uniform excitation on short bridges were studied by computing the response of an idealized bridge to a suite of earthquak e ground motions. The ground motions for each support were developed f rom seven measured ground motions and from idealizations of wave passa ge and coherency loss effects. For each set of support motions and for a range of bridge lengths and periods, the maximum support reactions were compared with the reactions calculated for coherent motions. For variable support motion, the contribution of the antisymmetric modes t ended to increase, whereas the contribution of the symmetric modes gen erally decreased. Consequently, the dynamic component of the end suppo rt reaction computed using coherency loss excitation exceeded the resp onse to coherent excitation for 62% of the bridges considered, varying from 75-180% of the coherent response. In contrast, the dynamic compo nent of the central support reaction, which is affected only by symmet ric modes, was unconservatively predicted in only 20% of the cases. Ba sed on these observations, a method that relies on modifying the modal participation factor was developed for incorporating the effects of m ultisupport excitations into coherent response calculations.