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- ROOF SLAB
- ROOF GIRDER
- WALL SLAB
Based On: Exxon Blast Technology Manual EE.123E.98 TMEE065 January, 1999
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2D Frame Analysis with Pinned Base and with Rigid Base
Pinned Base
Rigid Base
Pinned Base
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Author: Geotechnical Board, National Research Council | Size: 4.46 MB | Format:PDF | Publisher: NATIONAL ACADEMY PRESS | Year: 1994 | pages: 288 | ISBN: 0309598478
The Loma Prieta earthquake struck the San Francisco area on October 17, 1989, causing the loss of 63 lives and $10 billion of damage. As the results of the research, conducted in response to the earthquake, became known over the following three years, the U.S. Geological Survey, the sponsor of much of the research, approached the National Research Council (NRC) about how the results of the Loma Prieta earthquake research could be applied to other earthquake-prone areas of the country.
This report has been reviewed by a group other than the authors according to procedures approved by a Report Review Committee consisting of members of the National Academy of Sciences, the National Academy of Engineering, and the Institute of Medicine.
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FRESH AND HARDENED PROPERTIES OF SELF-CONSOLIDATING FIBER REINFORCED CONCRETE
Author: Hemant B. Dhonde, Y.L. Mo, Thomas T.C. Hsu and John Vogel | Size: 7.8 MB | Format:PDF | Publisher: ACI MATERIALS JOURNAL | Year: 2007 | pages: 40
When steel fibers are added to concrete mix, the tensile and shear resistance of the
traditional fiber reinforced concrete are known to be enhanced. However, fibers are also known
to impede workability of plain concrete. To improve the workability, Self-Consolidating Fiber
Reinforced Concrete (SCFRC) mixes were developed in this study for application in prestressed
concrete beams. Extensive fresh and hardened properties of traditional fiber reinforced concrete
and SCFRC mixes produced using two different types and variable amounts of hooked steel
fibers are presented in this paper. The SCFRC mixes demonstrated satisfactory workability and
stability up to a fiber-factor of 55. In general, SCFRC mixes proved to have greater normalized
tensile strength than the traditional fibrous concrete mixes for the same fiber-factor. The
optimum fiber content was found to be governed by workability requirements of the concrete
mix.
Keywords: steel fiber reinforced concrete, self-consolidating concrete, self-consolidating fiber
reinforced concrete, fresh properties, workability, hardened properties.
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