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William C. Schnobrich

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

  1. Carter, Robert L. / Robinson, Arthur R. / Schnobrich, William C. (1969): Free Vibrations of Hyperboloidal Shells of Revolution. In: Journal of the Engineering Mechanics Division (ASCE), v. 95, n. 5 (Oktober 1969).

    https://doi.org/10.1061/jmcea3.0001162

  2. Shoeb, Nabil A. / Schnobrich, William C. (1972): Elastic-Plastic Analysis of Cylindrical Shells. In: Journal of the Engineering Mechanics Division (ASCE), v. 98, n. 1 (Februar 1972).

    https://doi.org/10.1061/jmcea3.0001580

  3. Choi, Chang-Koon / Schnobrich, William C. (1975): Nonconforming Finite Element Analysis of Shells. In: Journal of the Engineering Mechanics Division (ASCE), v. 101, n. 4 (August 1975).

    https://doi.org/10.1061/jmcea3.0002033

  4. 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

  5. Kohnke, Peter C. / Schnobrich, William C. (1972): Analysis of Eccentrically Stiffened Cylindrical Shells. In: Journal of the Structural Division (ASCE), v. 98, n. 7 (Juli 1972).

    https://doi.org/10.1061/jsdeag.0003276

  6. Schnobrich, William C. (1972): Analysis of Hipped Roof Hyperbolic Paraboloid Structures. In: Journal of the Structural Division (ASCE), v. 98, n. 7 (Juli 1972).

    https://doi.org/10.1061/jsdeag.0003281

  7. 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

  8. Suidan, Mubbada / Schnobrich, William C. (1973): Finite Element Analysis of Reinforced Concrete. In: Journal of the Structural Division (ASCE), v. 99, n. 10 (Oktober 1973).

    https://doi.org/10.1061/jsdeag.0003623

  9. Chen, Eugene Y.-T. / Schnobrich, William C. (1981): Material modeling of plain concrete. Vorgetragen bei: IABSE Colloquium: Advanced Mechanics of Reinforced Concrete, Delft, The Netherlands, 1981.

    https://doi.org/10.5169/seals-26878

  10. 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

  11. Hu, Hsuam‐Teh / Schnobrich, William C. (1989): Constitutive Modeling of Concrete by Using Nonassociated Plasticity. In: Journal of Materials in Civil Engineering (ASCE), v. 1, n. 4 (November 1989).

    https://doi.org/10.1061/(asce)0899-1561(1989)1:4(199)

  12. Chen, Eugene Yu-Tze / Schnobrich, William C. (1981): Models for the post-cracking behavior of plain concrete under short term monotonic loading. In: Computers & Structures, v. 13, n. 1-3 (Juni 1981).

    https://doi.org/10.1016/0045-7949(81)90128-0

  13. Leung, Ming B. / Schnobrich, William C. (1987): Reinforced Concrete Beams Subjected to Bending and Torsion. In: Journal of Structural Engineering (ASCE), v. 113, n. 2 (Februar 1987).

    https://doi.org/10.1061/(asce)0733-9445(1987)113:2(307)

  14. Barzegar, Fariborz / Schnobrich, William C. (1990): Post-cracking analysis of reinforced concrete panels including tension stiffening. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 17, n. 3 (Juni 1990).

    https://doi.org/10.1139/l90-038

  15. Chesi, Claudio / Schnobrich, William C. (1991): Three‐Dimensional Effects in Lateral Behavior of Frame‐Wall Systems. In: Journal of Structural Engineering (ASCE), v. 117, n. 2 (Februar 1991).

    https://doi.org/10.1061/(asce)0733-9445(1991)117:2(391)

  16. Takayanagi, Takehira / Schnobrich, William C. (1979): Non-linear analysis of coupled wall systems. In: Earthquake Engineering and Structural Dynamics, v. 7, n. 1 (Januar 1979).

    https://doi.org/10.1002/eqe.4290070102

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