Earthquake Loads on Bridge Piers 1

Hi tranquilito,

Note that the Example 4.2 in that book applies to multi, simple spans and not for continuous multi-span. The example uses single-mode spectral analysis which may not apply in your case. Usually one needs to do a multi-mode spectral analysis. Bridge software can usually handle this.

Regards

VOD

Thanks for your comment. My multi-span bridge has simple supported beams. Maybe we can find a complete example using the single-mode spectral analysis.

Thanks a lot.

NHI Course No. 10063 provides a very good overview of seismic bridge design theory.

Publications FHWA-SA-97-006 thru 012 are comprehensive examples of seismic design illustrating structural models and seismic analysis (categories a,b,etc).

006 Two-span continuous cip conc. box bridge
007 Three-span continuous steel girder bridge
008 Single span AASHTO precast girder bridge
009 Three-span Continuous cip conc. bridge
010 Nine-span viaduct steel girder bridge
011 Three span continuous cip conc. box bridge
012 Twelve-span viaduct AASHTO precast conc. bridge

Although they may be a little out-dated with respect to the current aashto guide, they still offer alot of valid information at a very (very) reasonable cost.

good luck.