|
Title |
The Response Modification Factor of Inverted V-type Braced Steel Frames
|
|
Keywords |
역V형가새 ; 편심가새골조 ; 반응수정계수 V-type eccentrically braced steel frame ; Seismic performance ; Response modification factor |
|
Abstract |
In this study of Eccentric Braced Frames have identified the following target eccentricity on the length of the inelastic behavior of the reaction by calculating the correction factor by comparing it to the value suggested by the earthquake provided material for the rational design aims to There are. As a variable-length V-braced frame analysis model stations were set up. Eccentricity faults in the model according to the length stiffness ratio, the maximum amount of energy dissipation were analyzed base shear and multi-layered model of the reaction from the eccentricity correction factor calculated on the length of the building standards proposed by KBC 2009 in response eccentricity correction factor calculated from The length varies. does not have the same response modification factor was confirmed.
|