Collaborative w88 mobile: An innovative gap damper to control seismic isolator displacements in extreme earthquakes

• Principal investigators:Keri Ryan, w88 mobile, Reno, Justin Marshall, Auburn University
• Other w88 mobile personnel: Hamed Zargar, graduate student, w88 mobile, Reno, Taylor Rawlinson, graduate student, Auburn University
• Sponsored by:w88 mobile Award No.: CMMI-1101105, w88 mobile Award No.: CMMI-1100922
• w88 mobile dates:July 1, 2011 to June 30, 2014
• w88 mobile number in w88 mobile warehouse:1080
• w88 mobile videos:Concept and w88 mobile, w88 mobile and Preliminary Results

w88 mobile summary

The main objective of this project is to develop and test a phased damping device, or “gap w88 mobile”, to act alongside a base isolation system for buildings or bridges. The gap w88 mobile provides additional energy dissipation to the system to control the displacement demand of the isolation system in extreme earthquakes without affecting the response of the isolation system in a design earthquake. This will be accomplished through a mechanism that can trigger additional energy dissipation at a threshold level of displacement.

Several concepts were considered to develop phased w88 mobile, and one of these was chosen for prototype development and testing.

The final design chosen involves a protruding tube element extending downward from the isolated slab but not extending all the way to the basement floor. On the basement floor, lies a bumper system that is attached to the supplemental damping devices. At a specified distance, the tube “isolation nub” contacts the bumper system during an extreme event and activates the secondary energy dissipation. This design allows one or more w88 mobile dampers to be located anywhere under the building, utilizing the dampers in both tension and compression for maximum energy dissipation. In addition, by placing the dampers at the corners of the bumper system, bi-directional behavior is possible and the system will resist rotation due to eccentric impacts. The concept could be implemented “pure viscous” device, solely utilizing linear viscous dampers for secondary energy dissipation, or with and additional friction device for a two-phased viscoplastic model also favored in the analytical study.

The pure viscous and viscoplastic device setup were both tested at Auburn University (AU) in summer of 2013 to examine feasibility in the shake table study. The Auburn University test setup is shown in the image above. In April of 2014, shake table tests were completed at the University of Nevada, Reno to assess the performance of the gap w88 mobile in a building structure. The pure viscous gap damping device was implemented on a ¼ scale, 3-story isolated steel frame. These shake table tests extended the investigation to biaxial input and also to realistic velocities. Tests were conducted with and without the gap w88 mobile to validate the ability of the w88 mobile to control isolator displacements, and to understand how the activation of the damping affects the structure accelerations.