ANALYSING AND DESIGN OF HIGH STRENGTH CONCRETE (HSC) BOX COLUMNS AND THEIR INTERACTION DIAGRAMS

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

MAGHSOUDI A.A.; SIENAIE A.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: AMIRKABIR Year:2004 | Volume:15 | Issue:59-C Page(s): 103-114

Download Full-Text

Persian Verion

View:

821

Download:

Cites:

Information Journal Paper

Title

ANALYSING AND DESIGN OF HIGH STRENGTH CONCRETE (HSC) BOX COLUMNS AND THEIR INTERACTION DIAGRAMS

Author(s)

MAGHSOUDI A.A. | SIENAIE A. | Issue Writer Certificate

Keywords

BOX CONCRETE COLUMNSQ4

HSCQ4

LOCAL BUCKLINGQ3

INTERACTION DIAGRAMSQ4

Abstract

For the analysing purpose of the High Strength Concrete (HSC) box columns first, by two methods (i); by solving the governing differential equations of a thin-wall concrete section which act similar to an orthotropical plate and (ii), by the strain energy method the critical load of orthotropical plate was calculated. Then, by investigation, it was concluded that the LOCAL BUCKLING is not an important aspect for the ratios of h/a> 0.06 ( the ratio of thickness to , the larger dimensions, of the section) and therefore the sections failure will be occurred while the load is reached io its ultimate capacity i.e.,prior to the LOCAL BUCKLING.a simple and easy method was adapted to analyse and design the HSC box columns then, by use of this method and a computer program written (MATLAB Package)the INTERACTION DIAGRAMS of such sections were plotted. Now, with availability of the setype of diagrams, the non-dimensional diagrams were plotted too. Based on the nondimentional diagrams it was concluded that, by availability of only one type of these diagrams, for example, the INTERACTION DIAGRAMS for solid sections having HSC and applying the ratio of Ah/a (the ratio of area of box section to that of the solid section) to its INTERACTION DIAGRAMS, the axial load and bending capacity of box sections can be determined quite easily.

Cites

No record.

References

No record.

Cite

APA: Copy

MAGHSOUDI, A.A., & SIENAIE, A.. (2004). ANALYSING AND DESIGN OF HIGH STRENGTH CONCRETE (HSC) BOX COLUMNS AND THEIR INTERACTION DIAGRAMS. AMIRKABIR, 15(59-C), 103-114. SID. https://sid.ir/paper/890/en

Vancouver: Copy

MAGHSOUDI A.A., SIENAIE A.. ANALYSING AND DESIGN OF HIGH STRENGTH CONCRETE (HSC) BOX COLUMNS AND THEIR INTERACTION DIAGRAMS. AMIRKABIR[Internet]. 2004;15(59-C):103-114. Available from: https://sid.ir/paper/890/en

IEEE: Copy

A.A. MAGHSOUDI, and A. SIENAIE, “ANALYSING AND DESIGN OF HIGH STRENGTH CONCRETE (HSC) BOX COLUMNS AND THEIR INTERACTION DIAGRAMS,” AMIRKABIR, vol. 15, no. 59-C, pp. 103–114, 2004, [Online]. Available: https://sid.ir/paper/890/en

Related Journal Papers