National Academies Press: OpenBook
« Previous: Chapter 4 - Conclusions and Suggested Research
Page 69
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2005. Effective Slab Width for Composite Steel Bridge Members. Washington, DC: The National Academies Press. doi: 10.17226/13853.
×
Page 69

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

69 REFERENCES AASHTO (1998). AASHTO LRFD Bridge Design Specifications.. 2nd Edition with annual updated interims, Washington, DC. AASHTO (2003). Guide Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges, Washington, DC. AASHTO (2004). AASHTO Bridge Design Specifications, 3rd Edi- tion, Washington, DC. Ahn, I.-S., et al. (2004). “Effective Flange Width Provisions for Composite Steel Bridges,” Engineering Structures, 26[12], pp.1843–1851. American Society of Civil Engineers (1979). Structural Design of Tall Steel Buildings, New York. ANATECH Corp. (1997). ANACAP-U Concrete Analysis Program User’s Manual, Version 2.5, San Diego, CA. ATC/MCEER Joint Venture (2002). NCHRP Report 472: Compre- hensive Specification for the Seismic Designs of Bridges, Transportation Research Board of The National Academies, Washington, DC. Byers, D. (1999). Evaluation of the Effective Slab Width for Com- posite Cable-Stayed Bridge Design, Ph. D. Thesis, University of Kansas. Carden, L.P., et al. (2003). “Composite Action in Steel Girder Bridge Superstructures Subjected to Transverse Earthquake Loading,” Transportation Research Record 1814, Trans- portation Research Board of The National Academies, Wash- ington, DC. pp.245–252. Chen, S.S., et al. (2001). “Effective Slab Width for Composite Steel Bridge Members (NCHRP Project 12-58), Preliminary Draft Interim Report. Chiewanichakorn, M. (2005). Intrinsic Method of Effective Flange Width Evaluation for Steel-Concrete Composite Bridges, Ph.D. Dissertation, University at Buffalo, State University of New York, Buffalo, New York. Chiewanichakorn, M., et al. (2004). “Effective Flange Width Defi- nition for Steel-Concrete Composite Bridge Girder,” Journal of Structural Engineering, ASCE. Daniels, J.H., and Fisher, J.W. (1967). “Static Behavior of Contin- uous Composite Beams,” Fritz Engineering Laboratory Report No. 324.4, Department of Civil Engineering, Lehigh University, Bethlehem, PA. Daniels, J. H., et al. (1989). NCHRP Report 319: After-Fracture Redundancy in Steel Two-Girder Bridges, Transportation Research Board of The National Academies, Washington, DC. Garcia, I., and Daniels, J. H. (1971). “Negative Moment Behavior of Composite Beams,” Fritz Laboratory Report No. 359.4, Lehigh University, Bethlehem, PA. Kathol, S., et al. (1995). “Strength Capacity of Steel Girder Bridges,” Final Report NO. RES1 (0099) R469, Nebraska University, Lincoln. Moffatt, K.R., and Dowling, P.J. (1978). “British Shear Lag Rules for Composite Girders,” Journal of Structural Division, ASCE, 104[7], pp.1123–1130. Michael Baker, Jr., Inc. et al. (2003). NCHRP Report 485: Bridge Software—Validation Guidelines and Examples, Transporta- tion Research Board of The National Academies, Washing- ton, DC. Montgomery, D.C. (2001). Design and Analysis of Experiments, 5th Edition, John Wiley & Sons. Oehlers, D.J., and Coughlan, C.G. (1986). “The Shear Stiffness of Stud Shear Connectors in Composite Beams,” Journal of Constructional Steel Research, Vol. 6, pp.273–284. Rashid, Y.R. (1968). “Ultimate Strength Analysis of Prestressed Concrete Pressure Vessels,” Nuclear Engineering and Design, Vol. 7, pp.334–344.

Next: Notations »
Effective Slab Width for Composite Steel Bridge Members Get This Book
×
 Effective Slab Width for Composite Steel Bridge Members
MyNAP members save 10% online.
Login or Register to save!
Download Free PDF

TRB’s National Cooperative Highway Research Program (NCHRP) Report 543: Effective Slab Width for Composite Steel Bridge Members examines recommended revisions to the American Association of State Highway and Transportation Officials’ specifications for the effective slab width of composite steel bridge members. The report’s recommended specifications are applicable to all types of composite steel bridge superstructures and are suitable for design office use. Accompanying CRP-CD-56 contains extensive supporting information, including the recommended specifications and design examples.

The supporting information associated with NCHRP Report 543 are available in an ISO format. Links to instructions on buring an .ISO CD-ROM and the download site for the .ISO CD-ROM are below.

Help on Burning an .ISO CD-ROM Image

Download the NCHRP CRP-CD-56.ISO CD-ROM Image

READ FREE ONLINE

  1. ×

    Welcome to OpenBook!

    You're looking at OpenBook, NAP.edu's online reading room since 1999. Based on feedback from you, our users, we've made some improvements that make it easier than ever to read thousands of publications on our website.

    Do you want to take a quick tour of the OpenBook's features?

    No Thanks Take a Tour »
  2. ×

    Show this book's table of contents, where you can jump to any chapter by name.

    « Back Next »
  3. ×

    ...or use these buttons to go back to the previous chapter or skip to the next one.

    « Back Next »
  4. ×

    Jump up to the previous page or down to the next one. Also, you can type in a page number and press Enter to go directly to that page in the book.

    « Back Next »
  5. ×

    To search the entire text of this book, type in your search term here and press Enter.

    « Back Next »
  6. ×

    Share a link to this book page on your preferred social network or via email.

    « Back Next »
  7. ×

    View our suggested citation for this chapter.

    « Back Next »
  8. ×

    Ready to take your reading offline? Click here to buy this book in print or download it as a free PDF, if available.

    « Back Next »
Stay Connected!