Comparative Performance Assessment of RCS Connections Across Different Generations of ASCE Guidelines

Author:

Tavasoli Yousefabadi Elmira,Kazemi Mohammad Taghi

Publisher

Apex Publishing

Reference43 articles.

1. [1] G. G. Deierlein and H. Noguchi, “Overview of U.S.Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures,” J. Struct. Eng., vol. 130, no. 2, pp. 361–367, Feb. 2004,

2. [2] W. Li, Q. Li, W. Jiang, and L. Jiang, “Seismic performance of composite reinforced concrete and steel moment frame structures--state-of-the-art,” Compos. Part B Eng., vol. 42, no. 2, pp. 190–206, 2011.

3. [3] T. M. Sheikh, “Moment connections between steel beams and concrete columns.,” The University of Texas at Austin, 1987.

4. [4] G. G. Deierlein, “Design of moment connections for composite framed structures.,” The University of Texas at Austin, 1988.

5. [5] ASCE, “Guidelines for design of joints between steel beams and reinforced concrete columns,” American Society of Civil Engineers, 1994.

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