M. Saiid Saiidi, Ph.D., P.E. UNR Foundation Professor Civil Engineering Department University of Nevada Reno, Nevada This paper presents the second part of an investigation on the behavior of full-scale prestressed concrete girders that were in service for 20 years.
Standard Title Page - Report on Federally Funded Project 1. Report No.: 2. Government Accession No.: 3. Recipient's Catalog No.: FHWA/VTRC 09-CR15 4.
November-December 2008 | PCI Journal 48 Editor's quick points n The use of curved, precast, pretensioned concrete girders has many advantages as an alternative to curved, post-tensioned concrete girders and curved steel girders. n This paper summarizes the current practice of horizontally curved ...
PRESTRESS LOSSES. Prestress Losses in Pretensioned by Ti Huang Concrete Structural Members PRESTRESS LOSSES IN PRETENSIONED CONCRETE STRUCTURAL MEMBERS Fritz Engineering Laboratory Report No. 339.9 LEHIGHUNIVER
*****USACE / NAVFAC / AFCESA / NASA UFGS-03 41 33 (February 2011) -----Preparing Activity: NASA Superseding UFGS-03 41 33 (August 2008) ...
Project Summary Report 0-4086-S - * - The University of Texas at Austin Center for Transportation Research PROJECT SUMMARY REPORT CENTER FOR TRANSPORTATION RESEARCH THE UNIVERSITY OF TEXAS AT AUSTIN Project Summary Report 0-4086-S Project 0-4086: Allowable Design Release Stress ...
Correct Prediction of Transfer Lengths in Pretensioned Prestressed Concrete Structures Byung Hwan Oh 1), Eui Sung Kim 2~ and Kwang Soo Kim 1) 1) Dept. of Civil Engineering, Seoul National University, Seoul, Korea 2) Hyundai Development Company, Seoul, Korea ABSTRACT The current ACI design code ...
Part 1 of this two-part edition of "Design File"will deal with snug-tightened and pretensioned mechanical fasteners combined with welds. Part 2 will address combining welds with slip-critical, high-strength bolted connections.
Brochure More information from http://www.researchandmarkets.com/reports/1549331/ The 2011-2016 World Outlook for Pretensioned Concrete Cylinder Pipe and Other Pressure Pipe Description: WHAT IS LATENT DEMAND AND THE P.I.E.?
May 2003 • Modern SteelConstruction Are the technical and cost implications of using snug-tightened, pretensioned or slip-critical bolted joints getting you twisted?