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Edward G. Nawy

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

  1. Nawy, Edward G. / Chen, Benxian (1997): Fiber Optic Sensing of Prestressed-Prism-Reinforced Continuous-Composite Concrete Beams for Bridge Deck Application. In: Transportation Research Record: Journal of the Transportation Research Board, v. 1574, n. 1 (Januar 1997).

    https://doi.org/10.3141/1574-01

  2. Korfiatis, George P. / Demetracopoulos, Alexander C. / Bourodimos, Efstathios L. / Nawy, Edward G. (1984): Moisture Transport in a Solid Waste Column. In: Journal of Environmental Engineering (ASCE), v. 110, n. 4 (August 1984).

    https://doi.org/10.1061/(asce)0733-9372(1984)110:4(780)

  3. Demetracopoulos, Alexander C. / Korfiatis, George P. / Bourodimos, Efstathios L. / Nawy, Edward G. (1984): Modeling for Design of Landfill Bottom Liners. In: Journal of Environmental Engineering (ASCE), v. 110, n. 6 (Dezember 1984).

    https://doi.org/10.1061/(asce)0733-9372(1984)110:6(1084)

  4. Nawy, Edward G. / Orenstein, Glenn S. (1970): Crack Width Control in Reinforced Concrete Two-Way Slabs. In: Journal of the Structural Division (ASCE), v. 96, n. 3 (März 1970).

    https://doi.org/10.1061/jsdeag.0002538

  5. Nawy, Edward G. / Neuwerth, Gary E. / Phillips, Charles J. (1971): Behavior of Fiber Glass Reinforced Concrete Beams. In: Journal of the Structural Division (ASCE), v. 97, n. 9 (September 1971).

    https://doi.org/10.1061/jsdeag.0002991

  6. Nawy, Edward G. / Neuwerth, Gary E. (1977): Fiberglass Reinforced Concrete Slabs and Beams. In: Journal of the Structural Division (ASCE), v. 103, n. 2 (Februar 1977).

    https://doi.org/10.1061/jsdeag.0004559

  7. Nawy, Edward G. / Sauer, John A. / Ukadike, Maurice M. (1977): High-Strength Field Polymer Modified Concretes. In: Journal of the Structural Division (ASCE), v. 103, n. 12 (Dezember 1977).

    https://doi.org/10.1061/jsdeag.0004785

  8. Nawy, Edward G. / Ukadike, Maurice M. / Balaguru, Perumalsamy N. (1982): Investigation of Concrete: PMC Composite. In: Journal of the Structural Division (ASCE), v. 108, n. 5 (Mai 1982).

    https://doi.org/10.1061/jsdeag.0005943

  9. Yong, Yook‐Kong / Gadegbeku, Christopher B. K. / Nawy, Edward G. (1987): Anchorage Zone Stresses of Beams Subjected to Shear Forces. In: Journal of Structural Engineering (ASCE), v. 113, n. 8 (August 1987).

    https://doi.org/10.1061/(asce)0733-9445(1987)113:8(1789)

  10. Yong, Yook‐Kong / Nour, Malakah G. / Nawy, Edward G. (1988): Behavior of Laterally Confined High‐Strength Concrete under Axial Loads. In: Journal of Structural Engineering (ASCE), v. 114, n. 2 (Februar 1988).

    https://doi.org/10.1061/(asce)0733-9445(1988)114:2(332)

  11. Nawy, Edward G. / Salek, Franklin (1968): Relationships Of Non-bonded Post-tensioned I- And T-beams. In: PCI Journal, v. 13, n. 4 (August 1968).

    https://doi.org/10.15554/pcij.08011968.40.55

  12. Potyondy, Julius G. / Nawy, Edward G. (1971): Deflection Behavior Of Spirally Confined Prestressed Concrete Flanged Beams. In: PCI Journal, v. 16, n. 3 (Mai 1971).

    https://doi.org/10.15554/pcij.05011971.44.59

  13. Nawy, Edward G. / Goodkind, Herbert (1969): Longitudinal Crack In Prestressed Box Beam. In: PCI Journal, v. 14, n. 5 (Oktober 1969).

    https://doi.org/10.15554/pcij.10011969.38.42

  14. Nawy, Edward G. / Huang, P. T. (1977): Crack and Deflection Control of Pretensioned Prestressed Beams. In: PCI Journal, v. 22, n. 3 (Mai 1977).

    https://doi.org/10.15554/pcij.05011977.30.47

  15. Nawy, Edward G. / Chiang, Jim Y. (1980): Serviceability Behavior of Post-Tensioned Beams. In: PCI Journal, v. 25, n. 1 (Januar 1980).

    https://doi.org/10.15554/pcij.01011980.75.95

  16. Chen, Benxian / Maher, M. H. / Nawy, Edward G. (1994): Fiber‐Optic Bragg Grating Sensor for Nondestructive Evaluation of Composite Beams. In: Journal of Structural Engineering (ASCE), v. 120, n. 12 (Dezember 1994).

    https://doi.org/10.1061/(asce)0733-9445(1994)120:12(3456)

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