Structural behaviour of concrete filled stiffened steel tubes column / Clotilda Petrus

A concrete filled steel tubes (CFST) column is constructed by filling a hollow structural steel tube with concrete. As one of structural element, CFST column has high load bearing capacity, excellent earthquake-resistance, good ductility, high fire resistance and its higher stiffness delay the onset...

全面介紹

Saved in:
書目詳細資料
主要作者: Petrus, Clotilda
格式: Thesis
語言:English
出版: 2011
主題:
在線閱讀:https://ir.uitm.edu.my/id/eprint/5508/1/TP_CLOTILDA%20PETRUS%20EC%2011_5%201.pdf
標簽: 添加標簽
沒有標簽, 成為第一個標記此記錄!
id my-uitm-ir.5508
record_format uketd_dc
spelling my-uitm-ir.55082024-11-01T05:52:49Z Structural behaviour of concrete filled stiffened steel tubes column / Clotilda Petrus 2011 Petrus, Clotilda Materials of engineering and construction Strength and testing A concrete filled steel tubes (CFST) column is constructed by filling a hollow structural steel tube with concrete. As one of structural element, CFST column has high load bearing capacity, excellent earthquake-resistance, good ductility, high fire resistance and its higher stiffness delay the onset of local buckling. Besides that, the steel tube can function as a permanent form work as well as reinforcement, thus more economical. The promising features of CFST steel column as an excellent earthquake resistance might be of interest for structural engineers or designers in finding solution to the increasing threat of near and far-field earthquakes in our country. Composite columns of this type have a very good potential to be used in structural applications. 2011 Thesis https://ir.uitm.edu.my/id/eprint/5508/ https://ir.uitm.edu.my/id/eprint/5508/1/TP_CLOTILDA%20PETRUS%20EC%2011_5%201.pdf text en public phd doctoral Universiti Teknologi MARA Faculty of Civil Engineering
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
topic Materials of engineering and construction
Strength and testing
spellingShingle Materials of engineering and construction
Strength and testing
Petrus, Clotilda
Structural behaviour of concrete filled stiffened steel tubes column / Clotilda Petrus
description A concrete filled steel tubes (CFST) column is constructed by filling a hollow structural steel tube with concrete. As one of structural element, CFST column has high load bearing capacity, excellent earthquake-resistance, good ductility, high fire resistance and its higher stiffness delay the onset of local buckling. Besides that, the steel tube can function as a permanent form work as well as reinforcement, thus more economical. The promising features of CFST steel column as an excellent earthquake resistance might be of interest for structural engineers or designers in finding solution to the increasing threat of near and far-field earthquakes in our country. Composite columns of this type have a very good potential to be used in structural applications.
format Thesis
qualification_name Doctor of Philosophy (PhD.)
qualification_level Doctorate
author Petrus, Clotilda
author_facet Petrus, Clotilda
author_sort Petrus, Clotilda
title Structural behaviour of concrete filled stiffened steel tubes column / Clotilda Petrus
title_short Structural behaviour of concrete filled stiffened steel tubes column / Clotilda Petrus
title_full Structural behaviour of concrete filled stiffened steel tubes column / Clotilda Petrus
title_fullStr Structural behaviour of concrete filled stiffened steel tubes column / Clotilda Petrus
title_full_unstemmed Structural behaviour of concrete filled stiffened steel tubes column / Clotilda Petrus
title_sort structural behaviour of concrete filled stiffened steel tubes column / clotilda petrus
granting_institution Universiti Teknologi MARA
granting_department Faculty of Civil Engineering
publishDate 2011
url https://ir.uitm.edu.my/id/eprint/5508/1/TP_CLOTILDA%20PETRUS%20EC%2011_5%201.pdf
_version_ 1818587830220226560