displaying 21 - 30 results in total 49
Gross, J. L.; Simiu, E.; Heckert, N. A.; Lechner, J. A.
view article (1.0)Extreme Wind Estimates by the Conditional Mean Exceedance Procedure.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5531, April 1995, 16 p.Youssef, N. F. G.; Bonowitz, D.; Gross, J. L.
view article (1.0)Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake.Nabih Youssef and Associates, Los Angeles, CA; National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5625, April 1995, 174 p.Kunnath, S. K.; Gross, J. L.
view article (1.0)Inelastic Response of the Cypress Viaduct to the Loma Prieta Earthquake.University of Central Florida, Orlando; National Institute of Standards and Technology, Gaithersburg, MDEngineering Structures, Vol. 17, No. 7, 485-493, 1995Kaufmann, E. J.; Fisher, J. W.; DiJulio, R. M., Jr.; Gross, J. L.
view article (1.0)Failure Analysis of Welded Steel Moment Frames Damaged in the Northridge Earthquake.Lehigh Univ., Bethlehem, PA; California State Univ., Northridge, CA; National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5944, January 1997, 175 p.Galambos, T. V.; Hajjar, J. F.; Earls, C. J.; Gross, J. L.
view article (1.0)Required Properties of High-Performance Steels.University of Minnesota, Minneapolis; National Institute of Standards and Technology, Gaithersburg, MDNISTIR 6004, May 1997, 98 p.Chung, R. M.; Mohraz, B.; Gross, J. L.
view article (1.0)Summary of NIST's Activities Related to the January 17, 1994 Northridge California Earthquake.National Institute of Standards and Technology, Gaithersburg, MDNorthridge Earthquake Research Conference. Proceedings. August 20-22, 1997, Los Angeles, CA, 1997Gross, J. L.
view article (1.0)Connection Model for the Seismic Analysis of Welded Steel Moment Frames.National Institute of Standards and Technology, Gaithersburg, MDEngineering Structures, Vol. 20, No. 4/6, 390-397, April/June 1998Gross, J. L.
view article (1.0)Design Guidelines for the Seismic Modification of Welded Steel Moment Frame Buildings.National Institute of Standards and Technology, Gaithersburg, MDNIST SP 931; PB98-150238, August 1998,U.S./Japan Natural Resources Development Program (UJNR). Wind and Seismic Effects. Joint Meeting of the U.S./Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects, 30th. May 12-15, 1998, Gaithersburg, MD, Raufaste, N. J., Jr., Editors, 201-210 p., 1998Gross, J. L.; Englehardt, M. D.; Uang, C. M.; Kasai, K.; Iwankiw, N. R.
view article (1.0)Modification of Existing Welded Steel Moment Frame Connections for Seismic Resistance. Steel Design Guide Series 12.National Institute of Standards and Technology, Gaithersburg, MD; University of Texas, Austin; University of California, San Diego, La Jolla; Tokyo Institute of Technology, Yokohama, Japan; American Institute of Steel Construction, Chicago, ILSteel Design Guide Series 12; Pub. No. D812 (5M499), 1999, 86 p.Sadek, F.; Gross, J. L.
view article (1.0)Structural Performance of Woodframe Housing: State-of-the-Art and Research Needs.National Institute of Standards and Technology, Gaithersburg, MDCUREe Publication W-01,Seismic Testing, Analysis and Design of Woodframe Construction. Invitational Workshop. Proceedings. March 1999, Richmond, CA, 121-123 p., 1999