Abstract
AbstractA simple structure under earthquake ground motion is modeled as single-degree-of-freedom systems with nonlinear or hysteretic stiffness subjected to modulated Gaussian white noise excitatio...
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
