Bearing capacity calculations of square concrete-filled steel tubes under effects of initial stress of steel tubes - Details

author：

Wei, Z.-B. (Wei, Z.-B..) ^[1] | Han, L.-H. (Han, L.-H..) ^[2]

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Abstract：

14　square　concrete-filled　steel　tubes　have　been　studied　experimentally.　The　parameters　such　as　initial　stress　coefficient,　load　eccentric　ratio,　strength　of　concrete　and　slenderness　ratio　of　test　specimens　are　discussed　in　detail　for　their　effects　on　bearing　capacity　of　the　members.　The　initial　stress　effect　coefficient　of　square　concrete-filled　steel　tube　beam-column　are　given.

Keyword：

Effect coefficient of bearing capacity; Initial stress coefficient; Load eccentric ratio; Square concrete-filled steel tube

Community：

[ 1 ] [Wei, Z.-B.]Coll. of Arch. and Civil Eng., Tianjin Univ., Tianjin 300072, China
[ 2 ] [Han, L.-H.]Coll. of Civil Eng. and Arch., Fuzhou Univ., Fuzhou 350002, China

Reprint 's Address：

[Wei, Z.-B.]Coll. of Arch. and Civil Eng., Tianjin Univ., Tianjin 300072, China

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Source ：

Journal of Harbin Institute of Technology

ISSN： 0367-6234

Year： 2003

Issue： SUPPL.

Volume： 35

Page： 164-166

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ESI Highly Cited Papers on the List： 0 Unfold All

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30 Days PV： 1

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