displaying 1 - 6 results in total 6
Marshall, R. D.; Woodward, K.
view article (1.0)Review and Refinement of ATC 3-06 Tentative Seismic Provisions. Report of Technical Committee 4: Concrete. Final Report.National Bureau of Standards, Washington, DCFederal Emergency Management Agency, Washington, DC, NBSIR 80-2111-4, October 1980,Woodward, K.; Rankin, F.
view article (1.0)Behavior of Concrete Block Masonry Walls Subjected to Repeated Cyclic Displacements.National Bureau of Standards, Washington, DCBureau of Mines, Washington, DC, NBSIR 83-2780, October 1983,Woodward, K.; Rankin, F.
view article (1.0)NBS (National Bureau of Standards) Tri-Directional Test Facility.National Bureau of Standards, Washington, DCNBSIR 84-2879, May 1984,Woodward, K.; Rankin, F.
view article (1.0)Influence of Vertical Compressive Stress on Shear Resistance of Concrete Block Masonry Walls.National Bureau of Standards, Gaithersburg, MDNBSIR 84-2929, October 1984,Woodward, K.; Rankin, F.
view article (1.0)Influence of Aspect Ratio on Shear Resistance of Concrete Block Masonry Walls.National Bureau of Standards, Gaithersburg, MDNBSIR 84-2993, January 1985, 65 p.Woodward, K.; Rankin, F.
view article (1.0)Influence of Block and Mortar Strength on Shear Resistance of Concrete Block Masonry Walls.National Bureau of Standards, Gaithersburg, MDNBSIR 85-3143, April 1985, 74 p.