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Publicité

H. Scholz

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Finkelstein, R. / Scholz, H. (1993): Expert system for the appraisal of structures. Présenté pendant: IABSE Colloquium: Knowledge-Based Systems in Civil Engineering, Beijing, China, 1993.

    https://doi.org/10.5169/seals-51868

  2. Scholz, H. (1984): Interaction analysis of asymmetric sway frames. Présenté pendant: 12th IABSE Congress, Vancouver, BC, Canada, 3-7 September, 1984.

    https://doi.org/10.5169/seals-12237

  3. Scholz, H. (1988): A new solution to the snap-through strength of pitched-roof steel frames. Dans: Journal of Constructional Steel Research, v. 9, n. 4 ( 1988).

    https://doi.org/10.1016/0143-974x(88)90064-8

  4. Scholz, H. (1990): A contribution to the in-plane stability of shallow arches. Dans: Journal of Constructional Steel Research, v. 15, n. 4 (janvier 1990).

    https://doi.org/10.1016/0143-974x(90)90051-h

  5. Scholz, H. (1990): Simple slenderness limits to control instability in plasticity-designed sway frames. Dans: Journal of Constructional Steel Research, v. 16, n. 2 (janvier 1990).

    https://doi.org/10.1016/0143-974x(90)90017-b

  6. Scholz, H. (1991): A unified design method for structural systems affected by instability. Dans: Journal of Constructional Steel Research, v. 18, n. 1 (janvier 1991).

    https://doi.org/10.1016/0143-974x(91)90051-2

  7. Scholz, H. (1991): Plastic design of sway frames with semi-rigid connections using allowable slenderness ratios. Dans: Journal of Constructional Steel Research, v. 19, n. 1 (janvier 1991).

    https://doi.org/10.1016/0143-974x(91)90061-5

  8. Scholz, H. (1990): Beam-columns in design specifications and a novel approach. Dans: Journal of Constructional Steel Research, v. 17, n. 3 (janvier 1990).

    https://doi.org/10.1016/0143-974x(90)90059-p

  9. Scholz, H. (1991): A contribution to the assessment of ductility in plastically designed sway frames. Dans: Journal of Constructional Steel Research, v. 20, n. 2 (janvier 1991).

    https://doi.org/10.1016/0143-974x(91)90015-s

  10. Scholz, H. (1990): Approximate P-delta method for sway frames with semi-rigid connections. Dans: Journal of Constructional Steel Research, v. 15, n. 3 (janvier 1990).

    https://doi.org/10.1016/0143-974x(90)90068-r

  11. Scholz, H. (1991): Stability control of pitched-roof frames by allowable member depth. Dans: Journal of Constructional Steel Research, v. 18, n. 4 (janvier 1991).

    https://doi.org/10.1016/0143-974x(91)90008-o

  12. Scholz, H. / Faller, G. (1986): A micro-computer program for the elastic-plastic analysis and optimum design of plane frames. Dans: Computers & Structures, v. 24, n. 6 (janvier 1986).

    https://doi.org/10.1016/0045-7949(86)90302-0

  13. Scholz, H. (1987): P‐Delta Effect in Elastic Analysis of Sway Frames. Dans: Journal of Structural Engineering (ASCE), v. 113, n. 3 (mars 1987).

    https://doi.org/10.1061/(asce)0733-9445(1987)113:3(534)

  14. Scholz, H. (1990): P‐Delta Effect Under Repeated Loading. Dans: Journal of Structural Engineering (ASCE), v. 116, n. 8 (août 1990).

    https://doi.org/10.1061/(asce)0733-9445(1990)116:8(2070)

  15. Scholz, H. (1993): Stability and plastic design of RC sway frames. Dans: Magazine of Concrete Research, v. 45, n. 162 (mars 1993).

    https://doi.org/10.1680/macr.1993.45.162.37

  16. Scholz, H. (1993): Ductility and plastic design of RC sway frames. Dans: Magazine of Concrete Research, v. 45, n. 163 (juin 1993).

    https://doi.org/10.1680/macr.1993.45.163.119

  17. Scholz, H. (1993): Deflection and ductility of continuous RC beams. Dans: Magazine of Concrete Research, v. 45, n. 164 (septembre 1993).

    https://doi.org/10.1680/macr.1993.45.164.197

  18. Scholz, H. (1993): Alternative Crack Width Computation For Prestressed Members. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 99, n. 2 (mai 1993).

    https://doi.org/10.1680/istbu.1993.23372

  19. Scholz, H. (1979): Verfahren zur iterativen Berechnung von ebenen Stahlwerken unter Berücksichtigung großer Verformungen und der Dehnsteifigkeit. Dans: Stahlbau, v. 48, n. 10 (octobre 1979).
  20. Scholz, H. (1987): Berechnung der EKS-Eichrahmen mit einer einfachen Interaktionsmethode. Dans: Stahlbau, v. 56, n. 7 (juillet 1987).
  21. Scholz, H. / Genetzke, Carsten / Wette, K. (2008): Planung und Ausführung des Ersatzneubaus einer U-Bahn-Brücke in Berlin unter hohem Zeitdruck. Dans: Bautechnik, v. 85, n. 11 (novembre 2008).

    https://doi.org/10.1002/bate.200810054

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