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- W2059334444 abstract "A maximum allowable period criterion is used to determine reasonable stiffness requirements for reinforced concrete frames with the seismicity associated with central and eastern U.S. A general relationship is developed to describe the displacement demand expected for central and eastern U.S. based on a survey of available ground motions, opinions of seismologists, and code-based provisions. A series of hypothetical reinforced concrete frames is proportioned using a maximum allowable period criterion and evaluated for expected maximum displacement response using non-linear dynamic analyses and a suite of ground motions. Results indicate that for the reinforced concrete structural systems considered in the study, proportioning for gravity loads will provide sufficient stiffness in central and eastern U.S. Copyright © 2002 John Wiley & Sons, Ltd." @default.
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- W2059334444 date "2002-01-01" @default.
- W2059334444 modified "2023-09-26" @default.
- W2059334444 title "Proportioning earthquake-resistant RC frames in central/eastern U.S." @default.
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- W2059334444 doi "https://doi.org/10.1002/eqe.161" @default.
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