Zhou Qun-mei
Abstract
This paper analyzes the energy dissipation capacity of two eccentrically braced steel frames(EBF).Then the energy dissipation capacity of links is studied with the program of FEM.As a result,the paper pts forward the proposal for designing eccentrically braced steel frames.
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This paper analyzes the energy dissipation capacity of two eccentrically braced steel frames(EBF).Then the energy dissipation capacity of links is studied with the program of FEM.As a result,the paper pts forward the proposal for designing eccentrically braced steel frames.
Key concepts: Braced frame, Dissipation, Structural engineering, Finite element method, Steel frame, Engineering, Frame (networking), Mechanical engineering