Effect of lateral-rotational restraint and strength for continuously eccentric braces on buckling stress for h-shaped compression members

被引：0

作者：

Kimura Y. ^{[1
]}

Amamoto A. ^{[2
]}

机构：

[1] Dept. of Structural Eng., Faculty of Eng., Nagasaki Univ.

[2] Graduate School of Science and Technology, Nagasaki Univ.

来源：

Journal of Structural and Construction Engineering | 2010年 / 75卷 / 648期

关键词：

Bending moment of brace; Continuously eccentric brace; Elasto-plastic buckling stress; H-shaped compression member; Lateral force of brace; Required rigidity;

D O I：

10.3130/aijs.75.435

中图分类号：

学科分类号：

摘要：

When the non-structural members such as folded-roof plate are directly jointed to the structural members, the non-structural members may be used as the eccentric bracings. This paper clarifies the effect of lateral and rotational restraint for continuously eccentric braces on buckling stress for H-shaped compression members. The elasto-plastic buckling stress is evaluated with the buckling curve for design codes using the modified equivalent slenderness ratio. Then the elastic buckling load with energy method is applied to the slenderness ratio. Finally, the relationship between the rigidity and strength of bracings is expressed as the approximation.

引用

页码：435 / 442

页数：7

共 3 条

[1] Effect of lateral-rotational restraint of continuous braces on lateral buckling strength for H-shaped steel beams with compressive axial force and flexural moment
Kimura Y.
Sugita Y.
Yoshino Y.
1600, Architectural Institute of Japan (81): : 1321 - 1331
[2] Effect of restraint for continuous braces on lateral buckling load for h-shaped beams with warping restraint of beams to column joint
Kimura Y.
Miya M.
Liao W.
2018, Architectural Institute of Japan (83): : 1353 - 1363
[3] Effect of warping restraint of beams to column joint on lateral buckling behavior for H-shaped beams with continuous braces under gradient flexural moment
Kimura Y.
Miya M.
J. Struct. Constr. Eng., 2019, 766 (1601-1611): : 1601 - 1611

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