scholarly journals ELASTIC BUCKLING STRENGTH OF H-SHAPED BEAM-COLUMN WHEN BRACING IS ATTACHED AT MIDSPAN OF THE MEMBERRelation between elastic buckling strength and bracing stiffness of H-Shaped member simply supported at both ends (Part 1)

2015 ◽  
Vol 80 (712) ◽  
pp. 927-937
Author(s):  
Mao LIU ◽  
Masae KIDO
Keyword(s):  
Elastic Buckling ◽  
Buckling Strength ◽  
Simply Supported ◽  
Shaped Beam

A STUDY ON BUCKLING STRENGTH OF TIMBER MATERIALS (PART 1): EVALUATION OF ELASTIC BUCKLING STRENGTH

2020 ◽  
Vol 85 (777) ◽  
pp. 1457-1467
Author(s):  
Wataru KAMBE ◽  
Hirofumi IDO ◽  
Yasunobu NODA ◽  
Kento SUZUKI
Keyword(s):  
Elastic Buckling ◽  
Buckling Strength

BUCKLING OF STANDING VERTICAL PLATES UNDER BODY FORCES

2002 ◽  
Vol 02 (02) ◽  
pp. 151-161 ◽  
Author(s):  
C. M. WANG ◽  
Y. XIANG ◽  
C. Y. WANG
Keyword(s):  
Boundary Conditions ◽  
Vertical Plate ◽  
Ritz Method ◽  
Elastic Buckling ◽  
Bottom Edge ◽  
Simply Supported ◽  
Body Forces ◽  
Two Sides

This paper is concerned with the elastic buckling problem of vertical plates under body forces/selfweight. The vertical plate is either clamped or simply supported at its bottom edge while its top edge is free. The two sides of the plate may either be free, simply supported or clamped. For plates with simply supported sides, exact critical buckling solutions are derived using the Levy approach. For other boundary conditions, accurate buckling solutions are obtained for very wide plates to very tall plates using the Ritz method.

Buckling of Longitudinally Stiffened Plates

1967 ◽  
Vol 18 (1) ◽  
pp. 85-99 ◽  
Author(s):  
Thein Wah
Keyword(s):  
Closed Form ◽  
Buckling Load ◽  
Torsional Stiffness ◽  
Stiffened Plates ◽  
Buckling Strength ◽  
Simply Supported ◽  
Closed Form Formula

SummaryThis paper investigates the effect of the torsional stiffness of the ribs on the buckling strength of stiffened plates compressed in the direction of the ribs. For the case of plates simply-supported on all sides, a closed form formula is derived for calculating the buckling load.

scholarly journals Flexural Elastic Buckling Stress of Batten Type Light Gauge Built-Up Member

2017 ◽  
Vol 25 (2) ◽  
pp. 161-172 ◽  
Author(s):  
Kazuya Mitsui ◽  
Atsushi Sato
Keyword(s):  
Slenderness Ratio ◽  
Shear Wall ◽  
Elastic Buckling ◽  
Test Results ◽  
Current Standard ◽  
Buckling Strength ◽  
Buckling Stress ◽  
Strength Based ◽  
Energy Equilibrium ◽  
Compression Member

Abstract In Japan, built-up member composed with light gauge is used for studs of shear wall. Flexural buckling stress of built-up compression member is evaluated by effective slenderness ratio. The effective slenderness ratio of light gauge built-up compression member is proposed for heavy sections; however, it is not verified that it can be adopted in light gauge. In this paper, full scale testing of light gauge built-up members are conducted. From the test results, it is shown that current Standard overestimates the buckling strength. Based on energy equilibrium theory, modified effective slenderness ratio for light gauge built-up member is derived. The validity of the modified effective slenderness ratio is shown with test results.

scholarly journals ELASTIC BUCKLING STRENGTH OF TIMBER LATTICE SHELL WITH STEEL CONNECTIONS CONSIDERING ROTATIONAL STIFFNESS

2019 ◽  
Vol 84 (762) ◽  
pp. 1081-1091
Author(s):  
Shun NAKAJIMA ◽  
Yuki TERAZAWA ◽  
Toru TAKEUCHI ◽  
Toshiyuki OGAWA ◽  
Yoshihiro YAMAZAKI ◽  
...  
Keyword(s):  
Elastic Buckling ◽  
Rotational Stiffness ◽  
Buckling Strength ◽  
Steel Connections ◽  
Lattice Shell
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