Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability (2014)
Chapter: Appendix G Concrete Fatigue Database
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Appendix F Comparison of Crack Width Prediction Equations for Prestressed Concrete Members
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
Suggested Citation:
"Appendix G Concrete Fatigue Database." National Academies of Sciences, Engineering, and Medicine. 2014. Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability. Washington, DC: The National Academies Press.
doi: 10.17226/22407.
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