Concrete-filled steel circular tubes subjected to constant amplitude cyclic pure bending-Reference-Cited by-同舟云学术

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Concrete-filled steel circular tubes subjected to constant amplitude cyclic pure bending

Published:2004-12 Issue:14 Volume:26 Page:2125-2135
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Elchalakani Mohamed,Zhao Xiao-Ling,Grzebieta Raphael

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference43 articles.

1. Building code requirements for reinforced concrete and commentary,1999

2. Seismic provisions for structural steel buildings,1997

3. Load and resistance factor design specification for structural steel buildings,1999

4. Standards for structural calculation of steel reinforced concrete structures,1987

5. ASTM-A500. Cold-formed welded and seamless carbon steel structural tubing in rounds and shapes. Philadelphia, Pa; 1984.

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1. Finite element analysis of concrete filled steel tubes subjected to cyclic bending;Engineering Structures;2024-09

2. Axial partial compressive behavior of round-ended concrete-filled steel tubular columns;Journal of Constructional Steel Research;2024-09

3. Behaviour of rectangular concrete-filled steel tube beams under monotonic and cyclic loadings;Journal of Constructional Steel Research;2024-09

4. Experimental and analytical study on the behaviour of circular concrete filled steel tubes in cyclic bending;Engineering Structures;2024-04

5. Flexural behaviour of optimised steel tubular beams partially filled with concrete;Structures;2024-01

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