Books on the topic 'Prestressed concrete members'

Shanafelt, George O. Guidelines for evaluation and repair of prestressed concrete bridge members. Washington, D.C: Transportation Research Board, National Research Council, 1985.

Mattock, Alan H. Strength of members with dapped ends. Chicago, Ill: Prestressed Concrete Institute, 1986.

Ghosh, S. K. Exceptions of precast, prestressed members to minimum reinforcement requirements (of American Concrete Institute standard ACI 318-83). Chicago, IL: Fintel/Ghosh, Inc., Structural Advisory Services, 1986.

Shanafelt, George O. Guidelines for Evaluation and Repair of Damaged Prestressed Concrete Bridge Members. Transportation Research Board National Resear, 1986.

Mbwambo, William J. Structural response of prestressed concrete members subjected to elevated temperatures. 1995.

Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

Long-term effects of cathodic protection on prestressed concrete bridge members: Publication no. FHWA-RD-98-075. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

Center, Turner-Fairbank Highway Research, ed. Long-term effects of cathodic protection on prestressed concrete bridge members: Publication no. FHWA-RD-98-075. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

Long-term effects of cathodic protection on prestressed concrete bridge members: Publication no. FHWA-RD-98-075. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.