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ASTM F1554-99 (1999), Standard specification for anchor bolts, steel, 36, 55, and 105-ksi yield strength, American Society for Testing and Materials.
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2 |
EOTA Annex C (2001), Design Methods for Anchorages.
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3 |
Fuchs, W., Eligehausen, R., and Breen, J. (1995), Concrete Capacity Design(CCD) Approach for Fastening to Concrete, ACI Structural Journal, 92(6), 787-802.
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4 |
Gross, J. H. (2001), Dynamic Behavior of Single and Double Near-Edge Anchors Loaded in Shear, ACI Structural Journal, 98
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5 |
Hallowell, J. M. (1996), Tensile and Shear Behavior of Anchors in Uncracked and Cracked Concrete under Static and Dynamic ding, M.S. Thesis, The University of Texas at Austin.
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6 |
KCI Korean Concrete Institute (2012), Concrete Structure Design Code and Commentary, Appendix II Anchoring to Concrete (in Korean).
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7 |
Malik, J. B. (1980), Shear Resistance of Anchor Bolts under Monotonic and Reversed Cyclic Loading, M.S. Thesis, The University of Texas at Austin.
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8 |
ACI Committee 214 (2002), Evaluatio of Strength Test Results of Concrete.
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9 |
ACI Committee 318 (2002), Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute.
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10 |
ACI Committee 318 (2008), Building Code Requirements for Structural Concrete and commentary(ACI 318M-08),American Concrete Institute, Detroit, Mich.
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11 |
ACI Committee 349(1990), Code Requirements for NuclearSafety Related Concrete Structures, American Concrete Institute. Detroit.
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12 |
ACI Committee 349 (2001), Code Requirements for Nuclear Safety Related Concrete Structures, ACI 349-01, Appendix B Anchoring to Concrete, American Concrete Institute.
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13 |
ACI Committee 355 (2000), Evaluating the Performance of Post-Installed Mechanical Anchors in Concrete(ACI 355.2-00), American Concrete Institute.
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14 |
ACI Committee 355 (2007), Qualification of Post-Installed Mechanical Anchors in Concrete(ACI 355.2-07), American Concrete Institute, Detroit, Mich.
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15 |
ASTM E488-96 (1996), Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements.
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