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Framed Steel Plate Wall subject to Cyclic Lateral Load  

Park, Hong Gun (서울대학교 건축학과)
Kwack, Jae Hyuk (서울대학교 건축학과)
Jeon, Sang Woo (포항산업과학연구원 강구조연구소)
Kim, Won Ki (호서대학교 건축공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.16, no.6, 2004 , pp. 781-792 More about this Journal
Abstract
Experiments were performed to study the cyclic behavior of framed steel walls with thin web plates. Five specimens of single-bay and three-story steel plate walls were tested for cyclic lateral load. The parameters for the test specimens included the plate thickness and the column strength. Based on the test results, the strength, deformability, and energy dissipation capacity of the framed steel walls were studied. The test results showed that the behavioral characteristics of the framed steel walls with thin web plates were different in many aspects from those of the conventional braced frame, and the steel wall with a stiffened web plate exhibited cantilever action, high strength, and low ductility. With the framed steel plate walls, local plate buckling and tension-field action developed in the thin web plates, and plastic deformation was uniformly distributed along the wall's height. As a result, the framed steel plate walls exhibited combined flexural and shear deformation, but they also showed high strength and energy dissipation capacity. Moreover, such walls have high deformability, which was equivalent to that of the conventional moment frame. Frame members such as columns and beams, however, must be designed to resist the tension-field action of the thin web plates. If the column does not have sufficient strength, and if its sections are not compact enough, the overall strength of the framed steel wall might be significantly decreased by the development of the soft-story mechanism. The framed steel walls with thin web plates have advantages, such as high deformability and high strength. Therefore, they can be used as ductile elements in earthquake-resistant systems.
Keywords
steel plate wail; cyclic load; ductility; local buckling; tension-field action;
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