Substitute-Structure Method for Seismic Design in R/Cby Akenori Shibata, Assoc. Prof.; Faculty of Engrg., Tohoku Univ., Sendai, Japan,
Mete A. Sozen, (M.ASCE), Prof.; Dept. of Civ. Engrg., Univ. of Illinois., Urbana, Ill.,
Serial Information: Journal of the Structural Division, 1976, Vol. 102, Issue 1, Pg. 1-18
Document Type: Journal Paper
A method is proposed to determine design forces for earthquake-resistant design of reinforced concrete structures. The method uses a modified linear model of the structure and recognizes the effect of energy dissipation in the nonlinear range of response. Thus, the designer is provided with a procedure, at the level of linear spectral response analysis, with explicit options about the levels of inelastic response in different elements of a multistory reinforced concrete structure. The paper contains analytical tests of two-story to 10-story frames designed according to the proposed method.
Subject Headings: Seismic design | Seismic tests | Structure reinforcement | Reinforced concrete | Linear analysis | Earthquake resistant structures | Concrete structures | Structural models | Energy methods
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