Lytle, A. M.; Saidi, K. S.; Stone, W. C.
view article (8.194312)
Development of a Robotic Structural Steel Placement System.
National Institute of Standards and Technology, Gaithersburg, MD
NIST SP 989,
September 2002,
International Symposium on Automation and Robotics in Construction, 19th (ISARC). Proceedings. National Institute of Standards and Technology, Gaithersburg, Maryland. September 23-25, 2002,
263-268 p.,
2002
Garboczi, E. J.; Cheok, G. S.; Stone, W. C.
view article (8.194312)
Using LADAR to Characterize the 3-D Shape of Aggregates: Preliminary Results.
National Institute of Standards and Technology, Gaithersburg, MD
Cement and Concrete Research,
Vol. 36,
No. 6,
1072-1075,
June 2006
Stone, W. C.; Taylor, A. W.
view article (8.046585)
System Identification of Spirally Reinforced Circular Bridge Columns Subjected to Cyclic Lateral Loading.
National Institute of Standards and Technology, Gaithersburg, MD
NIST SP 820,
September 1991,
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, 23rd. May 14-17, 1991,
Tsukuba, Japan,
Raufaste, N. J., Jr., Editors,
269-293 p.,
1991
Stone, W. C.; Taylor, A. W.
view article (8.046585)
Predictive Model for Hysteretic Failure Parameters.
National Institute of Standards and Technology, Gaithersburg, MD
World Conference on Earthquake Engineering, 10th Proceedings. July 19-24, 1992,
A. A. Balkema/Rotterdam/Brookfield,
Madrid, Spain,
2575-2580 p.,
1992
Cheok, G. S.; Stone, W. C.
view article (8.046585)
Behavior of 1/6-Scale Model Bridge Columns Subjected to Cyclic Inelastic Loading.
National Bureau of Standards, Gaithersburg, MD
National Science Foundation, Washington, DC; Federal Highway Administration, Washington, DC; California Department of Transportation, Sacramento,
NBSIR 86-3494,
November 1986,
Taylor, A. W.; Stone, W. C.; Lew, H. S.
view article (8.046585)
Integrated Approach to Seismic Design of Concrete Bridges.
National Institute of Standards and Technology, Gaithersburg, MD
East Asia-Pacific Conference on Structural Engineering and Construction, 4th Proceedings. September 1993,
Seoul, Korea,
1-8 p.,
1993
Cheok, G. S.; Stone, W. C.
view article (8.046585)
Performance of 1/-3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.
National Institute of Standards and Technology, Gaithersburg, MD
Concrete Research Council, Detroit, MI,
NISTIR 5246,
August 1993,
136 p.
Cheok, G. S.; Stone, W. C.
view article (8.046585)
Overview of NIST Research on Seismic Performance of Moment Resisting Precast Concrete Beam-Column Joints Containing Post-Tensioning.
National Institute of Standards and Technology, Gaithersburg, MD
Concrete Research Council, Detroit, MI,
NISTIR 5257,
August 1993,
42 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 (8.046585)
Structural Assessment of the New U.S. Embassy Office Building in Moscow.
National Bureau of Standards, Gaithersburg, MD
NBSIR 87-3637,
April 1987,
350 p.
Cheok, G. S.; Stone, W. C.; Stanton, J.; Seagren, D.
view article (8.046585)
Beam-to-Column Connections for Precast Concrete Moment-Resisting Frames.
National Institute of Standards and Technology, Gaithersburg, MD; Washington Univ., Seattle; Charles Pankow Builders, Ltd., Altadena, CA
Precast Seismic Structural Systems, 4th Joint Technical Coordinating Committee, Proceedings. May 16-17, 1994,
Tsukuba, Japan,
1-8 p.,
1994