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May 6, 2013

Back Matter

Publication: Structural Applications of Steel Cables for Buildings

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SELECTED BIBLIOGRAPHY

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American Society of Civil Engineers (ASCE). (2007). ASCE/SEI/SFPE 29-05. Standard calculation methods for structural fire protection, ASCE Press, Reston, Va.
ASCE. (2010). ASCE/SEI 7-10. Minimum design loads for buildings and other structures, ASCE Press, Reston, Va.
ASCE. (2000). ASCE 10-97. Design of latticed steel transmission structures, ASCE, Reston, Va.
ASCE. (1997). Design of guyed electrical transmission structures: ASCE manuals and reports on engineering practice No. 91, ASCE, Reston, Va.
ASCE, Committee on Cable-Stayed Bridges. (1992). Guidelines for the design of cable-stayed bridges, ASCE, Reston, Va.
ASCE. (1981). “Long span roof structures.” Symp. Proc., Ann. Convention and Exhibit, St. Louis, Mo., October 26–30, ASCE Press, Reston, Va.
ASCE, Structural Division, Subcommittee on Cable-Suspended Structures of the Committee on Metals. (1971). “Cable-suspended roof construction state-of-the-art.” ASCE J. Struct. Div., 97, ST6, 1715–1761.
ASTM International (ASTM). (2009). ASTM E119-08a: Standard test methods for fire tests of building construction and materials, ASTM International, West Conshohocken, Pa.
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Brockenbrough, R. L., and Johnston, B. G. (1981). Steel design manual, U.S. Steel Corp., Pittsburgh, Pa.
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Colorado Fuel and Iron Corp. (1966). Roebling wire rope handbook, Colorado Fuel and Iron Corp., Trenton, N.J.
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Feyrer, K. (1995). “Endurance formula for wire ropes under fluctuating tension.”OIPEEC Bulletin 70, <http://www.oipeec.org/pages/publications.htm> (May 10, 2010).
Fisher, J. W., and Viest, I. M. (1961). “Fatigue tests of bridge materials of the AASTHO road test.” Highway Research Board Special Report No. 66, Highway Research Board, National Research Council, Washington D.C.
Fleming, J. F. (1974). “Fatigue of cables.” University of Pittsburgh Research Report No. SETEC CE 74-079, American Iron and Steel Institute (AISI) Project No. 1201-311, AISI, Washington, D.C.
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PTI. (1987). Post-tensioning manual, 4th ed., PTI, Phoenix, Ariz.
Raoof, M. (1996) “Axial fatigue life prediction of bridge cables.” Harding J.E., Parke G. A. R., and Ryall M. J., eds., Bridge management 3, E & FN Spon, London.
Reemsnyder, H. S. (1972). The mechanical behavior and fatigue resistance of steel wire, strand and rope. Ad Hoc Committee on Mechanical Rope and Cable, National Materials Advisory Board, National Research Council, Washington D.C.
Ridge, I. M. L., Chaplin, C. R., and Zheng, J. (2001). “Effect of degradation and impaired quality on wire rope bending over sheave fatigue endurance.” Engineering Failure Analysis 8, Elsevier Science, Ltd., Oxford, UK, pp. 173–187.
Scalzi, J. B., Podolny, W Jr.,. and Teng, W. C. (1969). Design fundamentals of cable roof structures, U.S. Steel Corp., Pittsburgh, Pa.
Simiu, E., and Scanlon, R. H. (1996). Wind effects on structures, 3rd ed., John Wiley & Sons, Inc., New York.
Slutter, R. G. (1969). “Fire tests of structural strand and fittings.” Fritz Engineering Laboratory Report No. 200.69.476.2, Lehigh University, Bethlehem, Pa.
Stahl, F. L. and Gagnon, C. P. (1996). Cable corrosion in bridges and other structures, ASCE Press, Reston, Va.
Walther, R., Houriet, B., Isler, W., Moia, P., and Klein, J.-F. (1999). Cable stayed bridges, 2nd ed., Thomas Telford, London.
Wire Rope Technical Board (WRTB). (2007). Wire rope sling users manual, 3rd ed., WRTB, Alexandria, Va.
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Zhang, Z., and Costello, G. A. (1996). “Fatigue design of wire rope.” Wire Journal Int., 29, 2, 106–115.

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Structural Applications of Steel Cables for Buildings
Pages: 21 - 22

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Published online: May 6, 2013

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