Displacement-dependent nonlinear damping model in steel buildings with bolted joints
Sign Up to like & getrecommendations! Published in 2018 at "Advances in Structural Engineering"
DOI: 10.1177/1369433218804321
Abstract: The stick–slip phenomenon is commonly found at structural connections in steel buildings. It is a major damping mechanism in a structure with bolted joints and makes a significant contribution to the total structural damping. This… read more here.
Keywords: stick slip; displacement dependent; bolted joints; damping model ... See more keywords
Critical remarks on Rayleigh damping model considering the explicit scheme for the dynamic response analysis of high rise buildings
Sign Up to like & getrecommendations! Published in 2021 at "Advances in Structural Engineering"
DOI: 10.1177/1369433220988621
Abstract: This paper numerically investigates the validity of Rayleigh damping model considering explicit operator to assess the dynamic response of high rise buildings under seismic loads. Considering transverse and longitudinal seismic waves, the bending moment, shear… read more here.
Keywords: rayleigh damping; high rise; damping model; scheme ... See more keywords