FireDOC Search

displaying 1 - 10 results in total 15

  • Lin, A. N.; Shenton, H. W., III
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    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,

  • Gross, J. L.
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    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.
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    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.

  • Sakumoto, Y.; Nishigaki, T.; Ideda, K.
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    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.
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    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

  • Suzuki, J.
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    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.
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    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.
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    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

  • Suzuki, J.
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    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 4: Collapse Temperature of Frameworks With Seismic Design.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 177-258, 2007

  • Suzuki, J.
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    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 5: Behavior and Collapse Temperatures of Existing Frames During Fire Disasters.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 259-282, 2007