An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate

被引：28

作者：

Shon, Sudeok ^{[1
]}

Yoo, Mina ^{[2
]}

Lee, Seungjae ^{[2
]}

机构：

[1] Korea Univ Technol & Educ, Dept Architectural Engn, Cheonan 31253, South Korea

[2] Korea Univ Technol & Educ, Interdisciplinary Program Creat Engn, Cheonan 31253, South Korea

来源：

MATERIALS | 2017年 / 10卷 / 03期

基金：

新加坡国家研究基金会;

关键词：

steel frame; trapezoidal-corrugated steel plate; shear wall system; hysteresis behavior; energy dissipation; cyclic loading test; shear buckling; BEHAVIOR; WEB; STRENGTH; GIRDERS; DESIGN; WALLS;

D O I：

10.3390/ma10030261

中图分类号：

O64 [物理化学（理论化学）、化学物理学];

学科分类号：

070304 ; 081704 ;

摘要：

The steel frame reinforced with steel shear wall is a lateral load resisting system and has higher strength and shear performance than the concrete shear wall system. Especially, using corrugated steel plates in these shear wall systems improves out-of-plane stiffness and flexibility in the deformation along the corrugation. In this paper, a cyclic loading test of this steel frame reinforced with trapezoidal-corrugated steel plate was performed to evaluate the structural performance. The hysteresis behavior and the energy dissipation capacity of the steel frame were also compared according to the corrugated direction of the plate. For the test, one simple frame model without the wall and two frame models reinforced with the plate are considered and designed. The test results showed that the model reinforced with the corrugated steel plate had a greater accumulated energy dissipation capacity than the experimental result of the non-reinforced model. Furthermore, the energy dissipation curves of two reinforced frame models, which have different corrugated directions, produced similar results.

引用

页数：19

共 35 条

[1] Behavior of corrugated web I-girders under in-plane loads [J].