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R. Eid

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

  1. Pinto, P. / Bonelli, P. / Eid, R. / Fardis, M. / Fenwick, R. / Kappos, A. / Maffei, J. / Mitchell, D. / Pampanin, S. / Pantazopoulou, S. / Paultre, P. / Rodríguez, M. / Tanaka, H. (2013): Critical comparison of major seismic codes for buildings. fédération internationale du béton (fib), Lausanne (Schweiz), ISBN 9782883941090.

    https://doi.org/10.35789/fib.BULL.0069

  2. Eid, R. / Dancygier, A. N. (2005): Model of Circular Reinforced Concrete Members Subjected to Axial Load. Vorgetragen bei: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005.

    https://doi.org/10.1061/40753(171)99

  3. Eid, R. / Dancygier, A. N. (2005): Partially confined circular members subjected to axial compression: Analysis of concrete confined by steel ties. In: Structural Engineering and Mechanics, v. 21, n. 6 (Dezember 2005).

    https://doi.org/10.12989/sem.2005.21.6.737

  4. Paultre, P. / Boucher-Trudeau, M. / Eid, R. / Roy, N. (2016): Behavior of Circular Reinforced-Concrete Columns Confined with Carbon Fiber–Reinforced Polymers under Cyclic Flexure and Constant Axial Load. In: Journal of Composites for Construction, v. 20, n. 3 (Juni 2016).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000624

  5. Eid, R. / Paultre, P. (2008): Analytical Model for FRP-Confined Circular Reinforced Concrete Columns. In: Journal of Composites for Construction, v. 12, n. 5 (Oktober 2008).

    https://doi.org/10.1061/(asce)1090-0268(2008)12:5(541)

  6. Eid, R. / Roy, N. / Paultre, P. (2009): Normal- and High-Strength Concrete Circular Elements Wrapped with FRP Composites. In: Journal of Composites for Construction, v. 13, n. 2 (April 2009).

    https://doi.org/10.1061/(asce)1090-0268(2009)13:2(113)

  7. Eid, R. / Dancygier, A. N. (2006): Confinement effectiveness in circular concrete columns. In: Engineering Structures, v. 28, n. 13 (November 2006).

    https://doi.org/10.1016/j.engstruct.2006.03.015

  8. Dancygier, A. N. / Eid, R. (2001): Upper Limit to Compression Reinforcement Ratio in Flexural Elements. In: Journal of Structural Engineering (ASCE), v. 127, n. 1 (Januar 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:1(58)

  9. Dancygier, A. N. / Eid, R. (2002): Empirical Investigation of Flexural Reinforced Concrete Elements with High Compression Reinforcement Ratios. In: Journal of Structural Engineering (ASCE), v. 128, n. 5 (Mai 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:5(578)

  10. Paultre, P. / Eid, R. / Langlois, Y. / Lévesque, Y. (2010): Behavior of Steel Fiber-Reinforced High-Strength Concrete Columns under Uniaxial Compression. In: Journal of Structural Engineering (ASCE), v. 136, n. 10 (Oktober 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000211

  11. Eid, R. / Dancygier, A. N. / Paultre, P. (2007): Elastoplastic Confinement Model for Circular Concrete Columns. In: Journal of Structural Engineering (ASCE), v. 133, n. 12 (Dezember 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:12(1821)

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