REQUIRED NUMBER OF SELF-DRILLING SCREWS FOR LIGHT GAUGE BUILT-UP COMPRESSION MEMBERS TO ENSURE FLEXURAL BUCKLING AS A UNIT MEMBER

Kazuya MITSUI; Atsushi SATO; Kikuo IKARASHI

doi:10.3130/aijs.86.979

REQUIRED NUMBER OF SELF-DRILLING SCREWS FOR LIGHT GAUGE BUILT-UP COMPRESSION MEMBERS TO ENSURE FLEXURAL BUCKLING AS A UNIT MEMBER

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.86.979 ◽

2021 ◽

Vol 86 (784) ◽

pp. 979-990

Author(s):

Kazuya MITSUI ◽

Atsushi SATO ◽

Kikuo IKARASHI

Keyword(s):

Flexural Buckling ◽

Compression Members

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INFLUENCE OF WEB PLATE DEFORMATION AND ROTATIONAL STIFFNESS OF BRACES ON FLEXURAL BUCKLING STRENGTH FOR H-SHAPED COMPRESSION MEMBERS WITH CONTINUOUSLY ECCENTRIC STIFFENERS

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.72.147_3 ◽

2007 ◽

Vol 72 (614) ◽

pp. 147-153 ◽

Cited By ~ 1

Author(s):

Yoshihiro KIMURA ◽

Akemi AMAMOTO

Keyword(s):

Rotational Stiffness ◽

Buckling Strength ◽

Flexural Buckling ◽

Plate Deformation ◽

Compression Members

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BIAXIAL FLEXURAL BUCKLING OF COMPRESSION MEMBERS

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.84.1115 ◽

2019 ◽

Vol 84 (762) ◽

pp. 1115-1121

Author(s):

Hitoshi KUWAMURA

Keyword(s):

Flexural Buckling ◽

Compression Members

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Numerical analysis of flexural buckling resistance of non-uniform compression members

Gradjevinski materijali i konstrukcije ◽

10.5937/grmk1703003f ◽

2017 ◽

Vol 60 (3) ◽

pp. 3-14

Author(s):

Aljosa Filipovic ◽

Jelena Dobric ◽

Milan Spremic ◽

Zlatko Markovic ◽

Nina Gluhovic

Keyword(s):

Numerical Analysis ◽

Uniform Compression ◽

Flexural Buckling ◽

Compression Members ◽

Buckling Resistance

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Simplified design approach for cold-formed stainless steel compression members subjected to flexural buckling

Thin-Walled Structures ◽

10.1016/j.tws.2005.08.006 ◽

2005 ◽

Vol 43 (12) ◽

pp. 1831-1851

Author(s):

S.H. Lin ◽

S.I. Yen ◽

C.C. Weng

Keyword(s):

Stainless Steel ◽

Design Approach ◽

Flexural Buckling ◽

Compression Members

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Behaviour of axially-restrained tubular compression members exposed to varying thermal loads

Journal of Constructional Steel Research ◽

10.1016/j.jcsr.2021.106525 ◽

2021 ◽

Vol 179 ◽

pp. 106525

Author(s):

A. Cinitha ◽

V. Sampath

Keyword(s):

Thermal Loads ◽

Compression Members

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Factored axial compressive resistance of schifflerized angles

Canadian Journal of Civil Engineering ◽

10.1139/l91-114 ◽

1991 ◽

Vol 18 (6) ◽

pp. 926-932 ◽

Cited By ~ 2

Author(s):

Seshu Madhava Rao Adluri ◽

Murty K. S. Madugula

Keyword(s):

Key Words ◽

Design Method ◽

Design Criteria ◽

Design Practice ◽

Buckling Mode ◽

Flexural Buckling ◽

Mode Of Failure ◽

Current Design ◽

Similarities And Differences ◽

Compressive Resistance

The concept of schifflerization of 90° equal-leg angle is presented and its application in triangular-base latticed steel towers is explained. The similarities and differences between schifflerized angles and regular 90° angles are discussed. The current design practice for schifflerized angles is reviewed and its limitation is highlighted. A design method which includes the effect of the torsional-flexural buckling mode of failure is proposed. For ready use of designers, the factored axial compressive resistances of schifflerized angles are tabulated for both the present and proposed design methods. Key words: buckling, compressive resistance, design criteria, schifflerized angles, stability, standards, steel, struts, towers, guyed towers.

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