Structural Damage Caused by the 1976 Guatemala Earthquake

National Science FoundationResearch Grant ATA 74 2296

The Effects of Pattern Loadings on Reinforced Concrete Floor Slabs

Reinforced Concrete Reserach CouncilOffice of the Chief of Engineers, U.S. Army.General Services Administration, Public Buildings ServiceHeadquarters, U.S. Air Force, Directorate of Civil Engineering.U.S. Navy, Engineering Division. Bureau of Yards and Docks. NBy 3763

An Experimental Study of a Flat Slab Floor Reinforced with Welded Wire Fabric

Reinforced Concrete Reserach CouncilOffice of the Chief of Engineers, U.S. Army.General Services Administration, Public Buildings ServiceHeadquarters, U.S. Air Force. Contract AF 33(658)-47U.S. Navy, Engineering Division. Bureau of Yards and Docks. NBy 3763

Issued as a Part of Progress Report No. 14 of The Investigation of Prestressed Reinforced Concrete for Highway Bridges; Project IHR-10, Illinois Cooperative Highway Research Program

The Bureau of Public Roads. U.S. Department of CommerceThe Division of Highways. State of Illinois

Issued as a Part of Progress Report No. 13 of The Investigation of Prestressed Reinforced Concrete for Highway Bridges; Project IHR-10, Illinois Cooperative Highway Research Program

The Division of Highways. State of Illinois.The Bureau of Public Roads. U.S. Department of Commerc

Issued as a Part of the Eleventh Progress Report of the Investigation of Prestressed Reinforced Concrete for Highway Bridges

The Division of Highways. State of Illinois.The U.S. Department of Commerce. Bureau of Public Roads.Project IHR-1

Issued as a Part of the Sixth Progress Report of the Investigation of Prestressed Concrete for Highway Bridges

The Division of Highways. State of Illinois.U.S. Department of Commerce. Bureau of Public Roads

Bond characteristics of prestressing strand

Project IHR-10 , Illinois Cooperative Highway Research Progra

Stress-Strain Relationships of Reinforcing Bars Subjected to Large Strain Reversals

National Science Foundation Research Grant GI 2993