Gross, J. L.
view article (9.588148)
Plastic Hinge-Based Techniques for Advanced Analysis. Workgroup Summary Report.
National Institute of Standards and Technology, Gaithersburg, MD
Structural Stability Research Council. Plastic Hinge Based Methods for Advanced Analysis and Design of Steel Frames: An Assessment of the State-of-the-Art. March 1993,
White, D. W. Chen, W. F.,
175-177 p.,
1993
Kunnath, S. K.
view article (9.588148)
Enhancements to Program IDARC: Modeling Inelastic Behavior of Welded Connections in Steel Moment-Resisting Frames.
University of Central Florida, Orlando
National Institute of Standards and Technology, Gaithersburg, MD,
NIST GCR 95-673,
May 1995,
73 p.
Suzuki, H.; Suzuki, J.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
view article (9.580606)
Ultimate Temperature of Steel Frames Exposed to Fire. Part 2: Stress Redistribution and Limit of Deformation of Steel Frames.
Tsukuba Univ., Japan; Tokyo University of Science, Japan
Fire Science and Technology,
Vol. 26,
No. 4 (Special Issue),
339-344,
2007
Terakawa, T.; Suzjik, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.
view article (9.580606)
Ultimate Temperature of Steel Frames Exposed to Fire. Part 3: Influence of Local Buckling on the Ultimate Temperature of Steel Frames.
Tokyo University of Science, Japan; Tsukuba Univ., Japan
Fire Science and Technology,
Vol. 26,
No. 4 (Special Issue),
345-350,
2007
Suzuki, J.
view article (9.299347)
Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 1: Preface..
Tokyo University of Science, Japan
Fire Science and Technology,
Vol. 26,
No. 3,
93-112,
2007
Suzuki, J.
view article (9.299347)
Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 2: Stress Redistribution Mechanisms and High-Temperature Instability in Frames.
Tokyo University of Science, Japan
Fire Science and Technology,
Vol. 26,
No. 3,
113-144,
2007
Suzuki, J.
view article (9.299347)
Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 3: Theoretical Collapse Temperature of Frameworks.
Tokyo University of Science, Japan
Fire Science and Technology,
Vol. 26,
No. 3,
145-176,
2007
Lin, A. N.; Shenton, H. W., III
view article (9.088255)
Seismic Performance of Fixed-Base and Base-Isolated Steel Frames.
National Institute of Standards and Technology, Gaithersburg, MD
Journal of Engineering Mechanics,
Vol. 118,
No. 5,
921-941,
May 1992
Paper 2282,
Sakumoto, Y.; Nishigaki, T.; Ideda, K.
view article (9.088255)
Fire Resistance of Steel Frames.
Nippon Steel Corporation, Tokyo, Japan; Taisei Corporation, Yokohama, Japan; Shimizu Corporation, Tokyo, Japan
Strategies for Performance in the Aftermath of the World Trade Center. CIB-CTBUH Conference on Tall Buildings. Proceedings. Task Group on Tall Buildings: CIB TG50. CIB Publication No. 290. October 20-23, 2003,
Kuala Lumpur, Malaysia,
Shafii, F.; Bukowski, R.; Klemencic, R., Editors,
103-110 p.,
2003
Wozniak, G.; Lukomski, M.; Kosiorek, M.
view article (9.088255)
Calculation Methods of Fire Resistance Assessment of Light Steel Frame Partition Walls With Gypsum Board Cladding.
Building Research Institute, Warsaw, Poland
Performance-Based Codes and Fire Safety Design Methods, 5th International Conference. Proceedings. October 6-8, 2004,
Luxembourg,
Almand, K.; Attlan, J. M.; D'Hoop, J. M.; Gordon, J.; Jonsson, R.; Kruppa, J., Editors,
315-326 p.,
2004