FireDOC Search

displaying 1 - 10 results in total 15

  • Klingsch, W.
    view article (1.0)

    Fire and Requirements for Structural Safety.
    Universitat Gesamthochschule Wuppertal
    C.C.E. C.E.C. K.E.G. Fire-Safe Steel Construction: Practical Design. Working Document. April 11-12, 1984, Luxembourg, B/1-3 p., 1984

  • Klingsch, W.; Wittbecker, F. W.
    view article (1.0)

    Numerical Analysis of Complete Frame Structures in Fire Cases.
    Bergische Universitat, Wuppertal, West Germany
    ITSEMAP. International Meeting of Fire Research and Test Centers. Papers. October 7-9, 1986, Avila, Spain, 363-381 p., 1986

  • Klingsch, W.
    view article (1.0)

    Fire Resistance of Solid Steel Columns.
    Technical Univ., Braunschweig, F.R.G.
    Fire Safety Journal, Vol. 4, No. 4, 237-241, 1981/1982

  • Witte, H.; Klingsch, W.
    view article (1.0)

    Fire Safety for Roofs and Walls of Corrugated Sheet Steel.
    INSTRUCT, Wiesbaden, West Germany; Bergische Univ., Wuppertal, West Germany
    International Association for Bridge and Structural Engineering (IABSE) Colloquium. Thin-Walled Metal Structures in Buildings. Volume 49. June 1986, Stockholm, Sweden, 451-458 p., 1986

  • Klingsch, W.; Wittbecker, F. W.
    view article (1.0)

    Structural Fire Engineering of Complex Frames by Means of Micro-Computer Application.
    Wuppertal Univ., FRG
    International Association for Fire Safety Science. Fire Safety Science. Proceedings. 2nd International Symposium. June 13-17, 1988, Hemisphere Publishing Corp., New York, Tokyo, Japan, Wakamatsu, T.; Hasemi, Y.; Sekizawa, A.; Seeger, P. G.; Pagni, P. J.; Grant, C. E., Editors, 729-738 p., 1989

  • Kordina, K.; Klingsch, W.
    view article (1.0)

    Failure Load of Slender Reinforced Concrete Columns Under Elevated Temperature Using a Two and Three Dimensional Discretisation.
    Technische Universitat, Braunschweig, Federal Republic of Germany
    C. I. S. E. International Symposium on Discrete Methods in Engineering. Session III-4. September 16-24, 1974, Segrate, Milan, 1-13 p., 1974

  • Klingsch, W.
    view article (1.0)

    Structural Members Under High Transient Temperature Conditions: Numerical Methods Results.
    Technische Universitat, Braunschweig, Federal Republic of Germany
    1976, 47 p.

  • Ideka, K.; Nakamura, K.; Saito, H.; Klingsch, W.
    view article (1.0)

    Fire Resistance of Unbonded Tubular Concrete Column.
    Shimizu Corp., Japan; Building Research Inst., Tokyo, Japan; Chiba Univ., Japan; Wuppertal Univ., Germany
    Interscience Communications Limited. ASIAFLAM '95. International Conference on Fire Science and Engineering, 1st. Proceedings. March 15-16, 1995, Kowloon, Hong Kong, 375-384 p., 1995

  • Tavakkol-Khah, M.; Klingsch, W.
    view article (1.0)

    Calculation Model for Predicting Fire Resistance Time of Timber Members.
    Wuppertal Univ., Germany
    International Association for Fire Safety Science. Fire Safety Science. Proceedings. Fifth (5th) International Symposium. March 3-7, 1997, Intl. Assoc. for Fire Safety Science, Boston, MA, Melbourne, Australia, Hasemi, Y., Editors, 1201-1211 p., 1997

  • Konig, B.; Klingsch, W.
    view article (1.0)

    Calculation of Fire Resistance of Historical Cast Iron Columns.
    Bergishce Universitat Wuppertal, Germany
    Session III; Structures 1,
    European Symposium on Fire Safety Science, First (1st). ABSTRACTS. Proceedings. Session III. Structures 1. August 21-23, 1995, Zurich, Switzerland, III-1/115-116 p., 1995