A Simple and Effective Method to Evaluate Seismic Maximum Floor Velocities for Steel-Framed Structures with Supplementary Dampers

A new method to evaluate the maximum seismic story velocities for steel buildings is examined here. It is well known that story velocities are vital parameters for the design of steel structures with supplementary dampers. It has been recognized that nonlinear time history analysis is required to ac...

Full description

Bibliographic Details

Published in:	Applied Mechanics
Main Authors:	Alexia Kosmidou, Foteini Konstandakopoulou, Nikos Pnevmatikos, Panagiotis G. Asteris, George Hatzigeorgiou
Format:	Article
Language:	English
Published:	MDPI AG 2023-10-01
Subjects:	seismic floor velocities supplementary dampers steel-framed structures inelastic response
Online Access:	https://www.mdpi.com/2673-3161/4/4/57