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Publicité

Rakesh K. Goel

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Tures, Jennifer / Goel, Rakesh K. / Qu, Bing: Validation and Implementation of a Simplified Analysis Procedure for Bridges Crossing Earthquake Fault Ruptures. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.

    https://doi.org/10.1061/9780784412848.074

  2. Goel, Rakesh K. (2001): Simplified analysis of asymmetric structures with supplemental damping. Dans: Earthquake Engineering and Structural Dynamics, v. 30, n. 9 (septembre 2001).

    https://doi.org/10.1002/eqe.77

  3. Goel, Rakesh K. (1997): Seismic Response of Asymmetric Systems: Energy-Based Approach. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 11 (novembre 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:11(1444)

  4. Chopra, Anil K. / Goel, Rakesh K. / Chintanapakdee, Chatpan (2003): Statistics of Single-Degree-of-Freedom Estimate of Displacement for Pushover Analysis of Buildings. Dans: Journal of Structural Engineering (ASCE), v. 129, n. 4 (avril 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:4(459)

  5. Goel, Rakesh K. (2010): Simplified Procedure for Seismic Evaluation of Piles with Partial-Moment Connection to the Deck in Marine Oil Terminals. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 5 (mai 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000153

  6. Harasimowicz, Anthony P. / Goel, Rakesh K. (1998): Seismic code analysis of multi-storey asymmetric buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 27, n. 2 (février 1998).

    https://doi.org/10.1002/(sici)1096-9845(199802)27:2<173::aid-eqe724>3.0.co;2-w

  7. Goel, Rakesh K. (2005): Seismic response of linear and non-linear asymmetric systems with non-linear fluid viscous dampers. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 7 (juin 2005).

    https://doi.org/10.1002/eqe.459

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