Indexed by：
Abstract：
The finite element analysis method of variable cross-sectional Concrete-Filled Steel Tubular (CFST) laced columns is put forward. The influence of longitudinal elements slope and slenderness ratio on stability factor are analyzed, and the computational formula of slenderness ratio of variable cross-sectional CFST laced columns is presented. On the basis of the analytical results, a rational methodology for calculating the stability factor of four-element variable cross-sectional CFST laced columns is proposed. © (2014) Trans Tech Publications, Switzerland.
Keyword：
Reprint 's Address：
Email：
Version：
Source ：
ISSN： 1660-9336
Year： 2014
Volume： 587-589
Page： 1420-1423
Language： English
Cited Count：
SCOPUS Cited Count： 2
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 0
Affiliated Colleges：
