Behaviour of laced curved concrete-filled steel tubular members subjected to axial compression

Affiliation of Author(s):土木工程学院

Journal:Applied Mechanics and Materials

Funded by:自选课题

Key Words: Laced curved concrete-filled steel tubular members, numerical analysis, machanical behaviour, load-carrying capacity

Abstract:Laced curved concrete-filled steel tubular (CCFST) member is an attractive proposition to be widely used in large-span space structures for economic and aesthetic purposes. A finite element model (FEM) was developed to perform an analysis on the full-range load versus deformation curves of laced CCFST members under axial compression to make it possible for proposing the further practical design.

Indexed by:Essay collection

Document Code:5333

Volume:204-208

Page Number:949-953

Number of Words:1

ISSN No.:1002-8499

Translation or Not:no

Date of Publication:2012-08-10