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David A. Pecknold

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

  1. Pecknold, David A. (1974): Inelastic Structural Response to 2D Ground Motion. In: Journal of the Engineering Mechanics Division (ASCE), v. 100, n. 5 (Oktober 1974).

    https://doi.org/10.1061/jmcea3.0001953

  2. Darwin, David / Pecknold, David A. (1977): Nonlinear Biaxial Stress-Strain Law for Concrete. In: Journal of the Engineering Mechanics Division (ASCE), v. 103, n. 2 (April 1977).

    https://doi.org/10.1061/jmcea3.0002220

  3. Pecknold, David A. / Riddell, Rafael (1978): Effect of Initial Base Motion on Response Spectra. In: Journal of the Engineering Mechanics Division (ASCE), v. 104, n. 2 (April 1978).

    https://doi.org/10.1061/jmcea3.0002345

  4. Tansirikongkol, Visit / Pecknold, David A. (1980): Approximate Modal Analysis of Bilinear MDF Systems. In: Journal of the Engineering Mechanics Division (ASCE), v. 106, n. 2 (April 1980).

    https://doi.org/10.1061/jmcea3.0002589

  5. Pecknold, David A. / Schnobrich, William C. (1969): Finite-Element Analysis of Skewed Shallow Shells. In: Journal of the Structural Division (ASCE), v. 95, n. 4 (April 1969).

    https://doi.org/10.1061/jsdeag.0002247

  6. Hand, Frank R. / Pecknold, David A. / Schnobrich, William C. (1973): Nonlinear Layered Analysis of RC Plates and Shells. In: Journal of the Structural Division (ASCE), v. 99, n. 7 (Juli 1973).

    https://doi.org/10.1061/jsdeag.0003558

  7. Aktan, A. Emin / Pecknold, David A. / Sozen, Mete A. (1974): R/C Column Earthquake Response in Two Dimensions. In: Journal of the Structural Division (ASCE), v. 100, n. 10 (Oktober 1974).

    https://doi.org/10.1061/jsdeag.0003908

  8. Darwin, David / Pecknold, David A. (1976): Analysis of RC Shear Panels under Cyclic Loading. In: Journal of the Structural Division (ASCE), v. 102, n. 2 (Februar 1976).

    https://doi.org/10.1061/jsdeag.0004282

  9. Pecknold, David A. (1978): Effective Width of Orthotropic Plate. In: Journal of the Structural Division (ASCE), v. 104, n. 5 (Mai 1978).

    https://doi.org/10.1061/jsdeag.0004921

  10. Tansirikongkol, Visit / Pecknold, David A. (1979): Equivalent Linear SDF Response to Earthquakes. In: Journal of the Structural Division (ASCE), v. 105, n. 12 (Dezember 1979).

    https://doi.org/10.1061/jsdeag.0005309

  11. Schnobrich, William C. / Dotreppe, Jean-Claude / Pecknold, David A. (1973): Layered finite element procedure for inelastic analysis of reinforced concrete slabs. In: IABSE Publications, v. 33, n. 2 ( 1973).

    https://doi.org/10.5169/seals-25631

  12. Pecknold, David A. (1989): Load Transfer Mechanisms in Wind‐loaded Cylinders. In: Journal of Engineering Mechanics (ASCE), v. 115, n. 11 (November 1989).

    https://doi.org/10.1061/(asce)0733-9399(1989)115:11(2353)

  13. Haj-ali, Rami / Pecknold, David A. / Ghaboussi, Jamshid / Voyiadjis, George Z. (2001): Simulated Micromechanical Models Using Artificial Neural Networks. In: Journal of Engineering Mechanics (ASCE), v. 127, n. 7 (Juli 2001).

    https://doi.org/10.1061/(asce)0733-9399(2001)127:7(730)

  14. Pecknold, David A. / Rahman, Shahzad (1990): Ovaling of Ring‐Stiffened Cylindrical Shells. In: Journal of Engineering Mechanics (ASCE), v. 116, n. 12 (Dezember 1990).

    https://doi.org/10.1061/(asce)0733-9399(1990)116:12(2681)

  15. Pecknold, David A. / Presswalla, Hoshi H. (1983): Elastoplastic analysis of thick perforated plates with application to prestressing anchor heads. In: Computers & Structures, v. 17, n. 4 (Januar 1983).

    https://doi.org/10.1016/0045-7949(83)90048-2

  16. Darwin, David / Pecknold, David A. (1977): Analysis of cyclic loading of plane structures. In: Computers & Structures, v. 7, n. 1 (Februar 1977).

    https://doi.org/10.1016/0045-7949(77)90068-2

  17. Gurfinkel, German / Pecknold, David A. (1997): Conical Hoppers of Tall Steel Tanks: Case History of Failure and Repair. In: Journal of Performance of Constructed Facilities (ASCE), v. 11, n. 2 (Mai 1997).

    https://doi.org/10.1061/(asce)0887-3828(1997)11:2(50)

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