The lead-rubber bearing sitting on our lab bench right now came from a manufacturer testing program for a Wichita medical facility—and that's exactly the kind of hardware we evaluate before it goes under a building. Base isolation seismic design is not about making a structure stronger against shaking; it decouples the superstructure from ground motion entirely. In Wichita, where seismic hazard may be moderate but soil amplification on deep alluvial deposits is very real, the isolator properties must be tuned to the site. Our team handles the full characterization: input ground motions scaled to the ASCE 7 design spectrum for the Central U.S., hysteretic behavior of the isolation system, and verification against IBC performance criteria. We also run the supporting seismic refraction surveys when VS30 profiles are required by the geotechnical report, and we pair the dynamic analysis with CPT testing to capture the stratigraphy that controls basin amplification effects across the Arkansas River valley.
Base isolation in Wichita is as much about the soil column as it is about the hardware—miss the impedance contrast and the isolation period becomes ineffective.
