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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Wolf, John P. (1973): Post-Buckled Strength of Large Space-Truss. In: Journal of the Structural Division (ASCE), v. 99, n. 7 (Juli 1973).

    https://doi.org/10.1061/jsdeag.0003587

  2. Wolf, John P. / Bucher, Kurt M. (1982): Nonlinear Traveling-Wave Effects on Cooling Tower. In: Journal of the Structural Division (ASCE), v. 108, n. 6 (Juni 1982).

    https://doi.org/10.1061/jsdeag.0005976

  3. Wolf, John P. (1969): L'ordinateur modèle la statique. In: Bulletin technique de la Suisse romande, v. 95, n. 8 (19 April 1969).

    https://doi.org/10.5169/seals-70228

  4. Wolf, John P. (1971): Programme STRIP pour le calcul des structures en surface porteuse. In: Bulletin technique de la Suisse romande, v. 97, n. 17 (21 August 1971).

    https://doi.org/10.5169/seals-71242

  5. Bengtsson, Åke / Wolf, John P. (1970): STRIP: un nouveau moyen de calcul pour staticiens. In: Bulletin technique de la Suisse romande, v. 96, n. 20 (3 Oktober 1970).

    https://doi.org/10.5169/seals-70873

  6. Mohasseb, Sassan K. / Wolf, John P. (1989): Recursive evaluation of interaction forces of unbounded soil in frequency domain. In: Soil Dynamics and Earthquake Engineering, v. 8, n. 4 (Oktober 1989).

    https://doi.org/10.1016/s0267-7261(89)80019-3

  7. Bengtsson, Åke / Wolf, John P. (1973): Optimum integer number and position of several groups of prestressing tendons for given concrete dimensions. In: Computers & Structures, v. 3, n. 4 (Juli 1973).

    https://doi.org/10.1016/0045-7949(73)90061-8

  8. Deeks, Andrew J. / Wolf, John P. (2003): Semi-analytical solution of Laplace's equation in non-equilibrating unbounded problems. In: Computers & Structures, v. 81, n. 15 (Juli 2003).

    https://doi.org/10.1016/s0045-7949(03)00144-5

  9. Song, Chongmin / Wolf, John P. (2000): The scaled boundary finite-element method – a primer: solution procedures. In: Computers & Structures, v. 78, n. 1-3 (November 2000).

    https://doi.org/10.1016/s0045-7949(00)00100-0

  10. Wolf, John P. / Song, Chongmin (2000): The scaled boundary finite-element method – a primer: derivations. In: Computers & Structures, v. 78, n. 1-3 (November 2000).

    https://doi.org/10.1016/s0045-7949(00)00099-7

  11. Song, Chongmin / Wolf, John P. (2002): Semi-analytical representation of stress singularities as occurring in cracks in anisotropic multi-materials with the scaled boundary finite-element method. In: Computers & Structures, v. 80, n. 2 (Januar 2002).

    https://doi.org/10.1016/s0045-7949(01)00167-5

  12. Paronesso, Antonio / Wolf, John P. (1998): Recursive evaluation of interaction forces and property matrices from unit-impulse response functions of unbounded medium based on balancing approximation. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 6 (Juni 1998).

    https://doi.org/10.1002/(sici)1096-9845(199806)27:6<609::aid-eqe745>3.0.co;2-m

  13. Wolf, John P. / Paronesso, Antonio (1992): Lumped-parameter model and recursive evaluation of interaction forces of semi-infinite uniform fluid channel for time-domain dam-reservoir analysis. In: Earthquake Engineering and Structural Dynamics, v. 21, n. 9 (September 1992).

    https://doi.org/10.1002/eqe.4290210906

  14. Wolf, John P. / Paronesso, Antonio (1992): Lumped-parameter model for a rigid cylindrical foundation embedded in a soil layer on rigid rock. In: Earthquake Engineering and Structural Dynamics, v. 21, n. 12 (Dezember 1992).

    https://doi.org/10.1002/eqe.4290211201

  15. Wolf, John P. / Paronesso, Antonio (1993): One-dimensional modelling of the non-linear far field in soil–structure-interaction analysis. In: Earthquake Engineering and Structural Dynamics, v. 22, n. 1 (Januar 1993).

    https://doi.org/10.1002/eqe.4290220104

  16. Wolf, John P. / Obernhuber, Pius (1983): In-plane free-field response of actual sites. In: Earthquake Engineering and Structural Dynamics, v. 11, n. 1 (Januar 1983).

    https://doi.org/10.1002/eqe.4290110110

  17. Wolf, John P. / Obernhuber, Pius / Weber, Benedikt (1983): Response of a nuclear power plant on aseismic bearings to horizontally propagating waves. In: Earthquake Engineering and Structural Dynamics, v. 11, n. 4 (Juli 1983).

    https://doi.org/10.1002/eqe.4290110404

  18. Wolf, John P. / Obernhuber, Pius (1985): Non-linear soil-structure-interaction analysis using green's function of soil in the time domain. In: Earthquake Engineering and Structural Dynamics, v. 13, n. 2 (März 1985).

    https://doi.org/10.1002/eqe.4290130206

  19. Wolf, John P. / Obernhuber, Pius (1985): Non-linear soil-structure-interaction analysis using dynamic stiffness or flexibility of soil in the time domain. In: Earthquake Engineering and Structural Dynamics, v. 13, n. 2 (März 1985).

    https://doi.org/10.1002/eqe.4290130205

  20. Wolf, John P. / Darbre, Georges R. (1986): Non-linear soil–structure interaction analysis based on the boundary-element method in time domain with application to embedded foundation. In: Earthquake Engineering and Structural Dynamics, v. 14, n. 1 (Januar 1986).

    https://doi.org/10.1002/eqe.4290140107

  21. Wolf, John P. / Motosaka, Masato (1989): Recursive evaluation of interaction forces of unbounded soil in the time domain. In: Earthquake Engineering and Structural Dynamics, v. 18, n. 3 (April 1989).

    https://doi.org/10.1002/eqe.4290180304

  22. Wolf, John P. / Motosaka, Masato (1989): Recursive evaluation of interaction forces of unbounded soil in the time domain from dynamic-stiffness coefficients in the frequency domain. In: Earthquake Engineering and Structural Dynamics, v. 18, n. 3 (April 1989).

    https://doi.org/10.1002/eqe.4290180305

  23. Meek, Jethro W. / Wolf, John P. (1991): Insights on cutoff frequency for foundation on soil layer. In: Earthquake Engineering and Structural Dynamics, v. 20, n. 7 (Juli 1991).

    https://doi.org/10.1002/eqe.4290200705

  24. Wolf, John P. (2002): Response of unbounded soil in scaled boundary finite-element method. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 1 (Januar 2002).

    https://doi.org/10.1002/eqe.91

  25. Wolf, John P. / Meek, Jethro W. (1994): Insight on 2D- versus 3D-modelling of surface foundations via strength-of-materials solutions for soil dynamics. In: Earthquake Engineering and Structural Dynamics, v. 23, n. 1 (Januar 1994).

    https://doi.org/10.1002/eqe.4290230108

  26. Meek, Jethro W. / Wolf, John P. (1994): Material damping for lumped-parameter models of foundations. In: Earthquake Engineering and Structural Dynamics, v. 23, n. 4 (April 1994).

    https://doi.org/10.1002/eqe.4290230402

  27. Wolf, John P. / Meek, Jethro W. (1994): Rotational cone models for a soil layer on flexible rock half-space. In: Earthquake Engineering and Structural Dynamics, v. 23, n. 8 (August 1994).

    https://doi.org/10.1002/eqe.4290230807

  28. Wolf, John P. (1997): Spring-dashpot-mass models for foundation vibrations. In: Earthquake Engineering and Structural Dynamics, v. 26, n. 9 (September 1997).

    https://doi.org/10.1002/(sici)1096-9845(199709)26:9<931::aid-eqe686>3.0.co;2-m

  29. Song, Chongmin / Wolf, John P. (2003): Numerical evaluation of the damping-solvent extraction method in the frequency domain by Ushnish Basu and Anil K. Chopra,Earthquake Engng Struct. Dyn. 2002;31(6):1231-1250. In: Earthquake Engineering and Structural Dynamics, v. 32, n. 9 (25 Juli 2003).

    https://doi.org/10.1002/eqe.280

  30. Wolf, John P. / Song, Chongmin (2002): Some cornerstones of dynamic soil–structure interaction. In: Engineering Structures, v. 24, n. 1 (Januar 2002).

    https://doi.org/10.1016/s0141-0296(01)00082-7

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