displaying 81 - 90 results in total 174
Fattal, S. G.
view article (1.0)Effect of Critical Parameters on the Behavior of Partially-Grouted Masonry Shear Walls Under Lateral Loads.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5116NISTIR 5116
June 1993
45 p.Fattal, S. G.
view article (1.0)Research Plan for Masonry Shear Walls.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5117NISTIR 5117
June 1993
33 p.Campbell, J.; Scougall, J.
view article (1.0)Rehabilitation of Traditional Scottish Tenemental Properties.Paisley College, Scotland; Building Control, Glasgow, ScotlandCIB 92CIB 92Conseil International du Batiment. Congres Mondial du Batiment. World Building Congress CIB 92. Proceedings [Compte-rendu]. Tome 1. Session 2A and 2B. Decision-Making and Rehabilitation. May 18-22, 1992, Montreal, Canada, 230-233 p., 1992Hadjisophocleous, G. V.; Yung, D.
view article (1.0)Fire Safety Performance Study Using NRCC Risk-Cost Assessment Model.National Research Council of Canada, Ottawa, OntarioNRCC-36103NRCC-36103Society of Fire Protection Engineers. Performance-Based Fire Safety Engineering. Proceedings. SFPE Engineering Seminars. November 15-17, 1993, SFPE, Boston, MA, Phoenix, AZ, 9-15 p., 1993Woodward, 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 84-2993NBSIR 84-2993
January 1985
65 p.National Bureau of Standards
view article (1.0)Report to Congress on the Structural Assessment of the New U.S. Embassy Office Building in Moscow.National Bureau of Standards, Gaithersburg, MDNBSIR 87-3636NBSIR 87-3636
April 15, 1987
31 p.Carino, N. J.; Gross, J. G.; Stone, W. C.; Sansalone, M.; Yokel, F. Y.; Simiu, E.; Hendrickson, e. M.; Mathey, r. G.; Scribner, C.; Wright, R. N.
view article (1.0)Structural Assessment of the New U.S. Embassy Office Building in Moscow.National Bureau of Standards, Gaithersburg, MDNBSIR 87-3637NBSIR 87-3637
April 1987
350 p.Yancey, C. W. C.; Scribner, C. F.
view article (1.0)Influence of Horizontal Reinforcement on Shear Resistance of Concrete Block Masonry Walls.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 89-42-2NISTIR 89-42-2
October 1989
67 p.Johnston, R.; Pearson, A.
view article (1.0)Fire Resistant Concrete Masonry.Quasar Management Services Pty. Ltd.; Concrete Masonry Association, AustraliaConstructional Review, Vol. 66, No. 4, 56-60, November 1993Schultz, A. E.
view article (1.0)NIST Research Program on the Seismic Resistance of Partially-Grouted Masonry Shear Walls.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5481NISTIR 5481
June 1994
110 p.