Abstract
The already proposed identification method for nonlinear hysteretic systems is applied to shaking table tests of a full-scale 4-story steel building at the E-Defense. The structure is modeled as a 4DOF nonlinear shear building in each horizontal direction. The nonlinearity in stiffness is expressed as the Bouc-Wen hysteretic model. The identified hysteretic curve is compared to the corresponding experimental result.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
