Search
Now showing items 1-7 of 7
Partially Prestressed Concrete Structures
Publisher: American Society of Civil Engineers
Abstract: A method is presented for prediction of stresses and strains of partially prestressed concrete structures. Members are assumed to be uncracked under permanent loads, but cracking can occur under transient live load. A ...
Closure to “<i>Partially Prestressed Concrete Structures</i>” by Amin Ghali and Maher K. Tadros (August, 1985, Vol. 111, No. 8)
Publisher: American Society of Civil Engineers
Design, Fabrication, and Construction of Static-Cast Concrete Poles Reinforced with GFRP
Publisher: American Society of Civil Engineers
Abstract: Concrete poles used in transmission structures usually are made using the spun-cast method. Recent surveys found that some spun-cast concrete poles have had durability problems as a result of longitudinal cracking and ...
Structural Response of Full‐Scale Concrete Box Culvert
Publisher: American Society of Civil Engineers
Abstract: This paper is based on the results of a comprehensive field investigation of the behavior of a double‐cell cast‐in‐place box culvert. The investigation was conducted by the University of Nebraska and was completed in ...
Large Shear Studs for Composite Action in Steel Bridge Girders
Publisher: American Society of Civil Engineers
Abstract: Shear studs used in composite steel bridge construction are typically 19.1 mm
Full-Scale Testing for Composite Slab/Beam Systems Made with Extended Stud Spacing
Publisher: American Society of Civil Engineers
Abstract: Investigation of the background of the 610 mm (24 in.) spacing of stud shear connectors showed that this limit was set on the basis of a small amount of testing of beams with spacing greater than this limit. The literature ...
CSV
RIS