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- W346783194 abstract "This is a discussion of the current status of research and U.S. codes on eccentrically braced frames. Excerpts of the tentative American Institute of Steel Construction Specification pertaining to EBFs are detailed, and an attempt is made to interpret them in the light of research and design practice. A 6-story steel building with EBFs was designed and analyzed using the tentative AISC provisions. A number of inelastic dynmamic time history analyses were performed for this building, using several severe ground motion records. The behavior of the EBFs in these analyses was satisfactory, with acceptable levels of link inelastic rotation demands. To supplement the provisions of the AISC code, a number of suggested connection details for EBFs are suggested and illustrated." @default.
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- W346783194 date "1989-12-01" @default.
- W346783194 modified "2023-09-23" @default.
- W346783194 title "Eccentrically braced frames: U.S. practice" @default.
- W346783194 hasPublicationYear "1989" @default.
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