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- W1985929926 abstract "Abstract A new direct method of ductility design is presented for planar moment-resisting steel frames such that a set of member stiffnesses and the corresponding member strengths of a frame with realistic cross-sectional proportions are found for a specified distribution of member ductility factors under design major earthquakes. An inverse method of stiffness design is developed such that every predominant member-end strain in a frame under design earthquakes estimated on the basis of lowest eigenvibration would coincide with the specified value. A concept called ‘a set of similar cross-sections’ is introduced to make it possible to obtain a set of members with realistic cross-sectional proportions. It is then shown that this inverse formulation for specified predominant member-end strains is quite useful for developing a direct stiffness design method for specified mean maximum member-end strains under design earthquakes. It is further demonstrated that, if a frame is designed elastically for specified ductility factors based on a new concept of a ‘virtually elastic frame’ even under design major earthquakes, then the so-designed frame exhibits the desired response ductility characteristics specified for inelastic frames. Several design examples are presented to illustrate the usefulness of this design method and time history response analyses are performed to demonstrate the validity and accuracy of this design method." @default.
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- W1985929926 date "1993-06-01" @default.
- W1985929926 modified "2023-09-26" @default.
- W1985929926 title "Design of steel frames for specified seismic member ductility via inverse eigenmode formulation" @default.
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- W1985929926 doi "https://doi.org/10.1016/0045-7949(93)90306-x" @default.
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