نتایج جستجو برای: ccfst columns

تعداد نتایج: 22402  

Hooshang Dabbagh, Muhammad Abbassi

Fiber reinforced Polymers (FRP) have widely used for the purposes of enhances strength and ductility of concrete columns. Proper design of such hybrid columns, however, requires a better recognition of the behavior of concrete columns confined with FRP. In this paper, the influence of FRP thickness, concrete compressive strength, and column size on the performance of eccentrically loaded reacti...

M. Sheikhi and H. Haji-Kazemi,

Jacketing of reinforced concrete columns is a common and useful strengthening method. This method substantially improves mechanical properties of the column, such as flexural strength as well as shear and ductility. In this paper, the behavior of confined reinforced concrete columns are investigated. The results indicate that the method is more effective for slender columns in the region of the...

In this study, the co-operation of steel and concrete in composite columns is considered. Using numerical modeling to study the behavior of these sections, a new type of sections, namely Concrete Filled Double-Skin steel Tubular (CFDST) columns, is introduced. The parameters and techniques that influence the numerical simulation that bring this modeling closer to...

ژورنال: پژوهش هنر 2017

Columns are structural elements that transfer the vertical forces from beams and vaults. They have undergone major changes in terms of form in the course of time. The formal analysis of different parts of columns may reveal valuable geometric information about them. Recognizing the geometric forms of stone columns can be one of the proper strategies for restoring these valuable elements. The si...

M. Ahmadi M. Naghipour, M. Nematzadeh

Steel-reinforced concrete (SRC) columns, which are classified as composite columns, became the most widely used in recent years; because of their extensive advantages over the reinforced concrete and the steel columns. In this paper, the ductility index and its influential factors were explored to investigate the behavior of SRC columns. A straightforward approach was then proposed by establish...

M. Sheikhi and H. Haji-Kazemi,

Jacketing of reinforced concrete columns is a common and useful strengthening method. This method substantially improves mechanical properties of the column, such as flexural strength as well as shear and ductility. In this paper, the behavior of confined reinforced concrete columns are investigated. The results indicate that the method is more effective for slender columns in the region of the...

Journal: :international journal of civil engineering 0
a. fooladi department of civil and environmental engineering, school of engineering, shiraz 71348-51156 mo.r. banan department of civil and environmental engineering, school of engineering, shiraz 71348-51156

latticed columns are frequently used in industrial steel structures. in some countries these built-up columns might be even used in other types of steel structures such as residential and commercial buildings. besides, latticed columns are parts of skeletons of many historic buildings all around the world. to analyze a steel structure with latticed columns a more accurate numerical model for su...

Journal: :international journal of civil engineering 0
b. beheshti-aval vali-asr, mirdamad intersection

a comparison between design codes i.e. aci and aisc-lrfd in evaluation of flexural strength of concrete filled steel tubular columns (cfts) is examined. for this purpose an analytical study on the response of cfts under axial-flexural loading is carried using three-dimensional finite elements with elasto-plastic model for concrete with cracking and crushing capability and elastoplastic kinemati...

Journal: :international journal of civil engineering 0
a. a. maghsoudi shahid bahonar university of kerman, civil engineering at kerman university, kerman h. akbarzadeh bengar assistant professor, civil engineering at university of mazandaran, babolsar, iran

in order to lighten the prestressed concrete solid members, nowadays, it is possible to make use of the advantage of hpc (fc'>60 mpa) as well as replacing the solid section with a psc thin-walled section for certain members such as circular and box columns. using the strength theory of aci, a numerical procedure along with a computer program was developed for the analysis of such sections ...

Journal: :Canadian Journal of Learning and Technology / La revue canadienne de l’apprentissage et de la technologie 2017

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