Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)
- 1989.10a
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- Pages.51-58
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- 1989
Use of Shakedown Analysis Technique in Optimum Seismic Design of Moment-Resisting Steel Structures
모멘트-저항 철골구조물의 최적내진설계에 있어서의 Shakedown 해석기법의 응용
Abstract
Through a series of analyses of specific structures it is shown that incremental collapse may be the critical design criterion and that shakedown analysis can be used as a design tool. Using shakedown analysis technique, a nonlinear structural optimization program has been developed. This incorporates : (ⅰ) design constraints on elastic stresses and deflections ; (ⅱ) constraints for the prevention of incremental collapse and soft story failure ; and (ⅲ) the constraint on the fundamental period of structure. A five-step design procedure is proposed by using this program to obtain the optimum design that satisfies all the requirements of comprehensive earthquake-resistant design.
Keywords