A Simplified Method for Analyzing Overall Stability of Flexural-Type Braced Frame Structures

A Simplified Method for Analyzing Overall Stability of Flexural-Type Braced Frame Structures

It is difficult to determine the effective length coefficient of weakly braced frame columns using the effective length coefficient method. When the stability of braced frame structures is calculated using the effective length coefficient method, it cannot reflect the effect of the brace on the fram...

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Bibliographic Details
Main Authors:	Shuwei Lan, Chi Xiao, Xu Chen, Chunhua Wang
Format:	Article
Language:	English
Published:	Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek 2023-01-01
Series:	Tehnički Vjesnik
Subjects:	critical factor critical force flexural-type braced structures frame lateral stiffness load stiffness
Online Access:	https://hrcak.srce.hr/file/433785

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