نتایج جستجو برای: walled columns

تعداد نتایج: 36799  

Journal: :نشریه دانشکده فنی 0
سیّد رسول میرقادری سیّد محمّد سعید سبحان

thin-walled hollow steel columns, either circular or box shaped, are commonly used as piers in bridges. recent earthquakes, e.g. hyogoken-nanbu or kobe 1995, on the other hand have shown that these columns are vulnerable to damage when subjected to earthquake loading. this paper presents a new innovative thin-walled hollow steel column fabricated of corrugated plates, “thin-walled steel columns...

Seyyed Mohammad Saeed Sobhan Seyyed Rasoul Mirghaderi

Thin-walled hollow steel columns, either circular or box shaped, are commonly used as piers in bridges. Recent earthquakes, e.g. Hyogoken-Nanbu or Kobe 1995, on the other hand have shown that these columns are vulnerable to damage when subjected to earthquake loading. This paper presents a new innovative thin-walled hollow steel column fabricated of corrugated plates, “thin-walled steel columns...

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 ...

2006
Qing Quan LIANG

This paper is concerned with the inelastic behavior of axially loaded concrete-filled thin-walled steel tubular columns subjected to local buckling. A nonlinear fiber element analysis program accounting for local buckling effects is developed for predicting the ultimate strength and ductility of concrete-filled thin-walled steel tubular columns. The effects of local buckling are taken into cons...

1993
John Tomblin

Pultruded composite structural members with open or closed thin-walled sections are being extensively used as columns for structural applications l1Jhere buckling is the main consideration in the design. In this paper, global buckling is investigated and critical loads are experimentally determined for various fiber reinforced composite I-beams of long column length. Southwell's method is used ...

2015
Neus Jornet-Martínez Pascual Serra-Mora Yolanda Moliner-Martínez

In the present work, the performance of carbon nanotubes (c-CNTs) functionalized polydimethylsiloxane (PDMS) based coatings as extractive phases for in-tube solid phase microextraction (IT-SPME) coupled to Capillary LC (CapLC) has been evaluated. Carboxylic-single walled carbon nanotubes (c-SWNTs) and carboxylic-multi walled carbon nanotubes (c-MWNTs) have been immobilized on the activated surf...

2002
B. W. Schafer

Open cross-section, thin-walled, cold-formed steel columns have at least three competing buckling modes: local, distortional, and Euler ~i.e., flexural or flexural-torsional! buckling. Closed-form prediction of the buckling stress in the local mode, including interaction of the connected elements, and the distortional mode, including consideration of the elastic and geometric stiffness at the w...

Journal: :Turkish journal of engineering 2023

Concrete-filled composite elements have recently gained popularity as beams and columns all over the world. They advantages similar to reinforced concrete elements, such moulding process lack of maintenance filled concrete, well hollow steel enhancing compressive strength bending capacity by using smaller sections. In this paper, buckling behaviour thin-walled with circular cross-section differ...

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