Sectional capacity calculations on double-skin concrete-filled steel tubes subjected to axial compression - Details

author：

Huang, H. (Huang, H..) ^[1] | Han, L.-H. (Han, L.-H..) ^[2]

Indexed by：

Scopus PKU CSCD

Abstract：

Load-deformation　relationship　of　double-skin　concrete-filled　steel　tubes　subjected　to　axial　compressive　load　are　analyzed.　Then　the　tube　section　capacity　is　calculated　by　the　simplified　formulas　for　square　concret-filled　steel　tube.　This　method　is　simple　and　practical,　and　the　calculating　results　show　reasonable　agreement　with　the　test　data.

Keyword：

Axial compression; Bearing capacity; Double-skin concrete-filled steel tube

Community：

[ 1 ] [Huang, H.]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China
[ 2 ] [Han, L.-H.]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China

Reprint 's Address：

[Huang, H.]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China

Email：

Show more details

Related Keywords：

Source ：

Journal of Harbin Institute of Technology

ISSN： 0367-6234

Year： 2003

Issue： SUPPL.

Volume： 35

Page： 171-173,184

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 4

Affiliated Colleges：

Get Fulltext

Library Discovery Baidu Scholar Search SCOPUS

Type
Departments

All Years Choose Year From to