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R. E. Klingner

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Mavros, M. / Ahmadi, F. / Shing, P. B. / Klingner, R. E. / McLean, D. / Stavridis, A. (2016): Shake-Table Tests of a Full-Scale Two-Story Shear-Dominated Reinforced Masonry Wall Structure. In: Journal of Structural Engineering (ASCE), v. 142, n. 10 (October 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001528

  2. Stavridis, A. / Ahmadi, F. / Mavros, M. / Shing, P. B. / Klingner, R. E. / McLean, D. (2016): Shake-Table Tests of a Full-Scale Three-Story Reinforced Masonry Shear Wall Structure. In: Journal of Structural Engineering (ASCE), v. 142, n. 10 (October 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001527

  3. Fang, I. K. / Tsui, C. K. T. / Burns, N. H. / Klingner, R. E. (1990): Load Capacity of lsotropically Reinforced, Cast-in-Place and Precast Panel Bridge Decks. In: PCI Journal, v. 35, n. 4 (July 1990).

    https://doi.org/10.15554/pcij.07011990.104.113

  4. Fang, I. K. / Tsui, C. K. T. / Burns, N. H. / Klingner, R. E. (1990): Fatigue Behavior of Cast-in-Place and Precast Panel Bridge Decks With Isotropic Reinforcement. In: PCI Journal, v. 35, n. 3 (May 1990).

    https://doi.org/10.15554/pcij.05011990.28.39

  5. Park, H. / Klingner, R. E. / Wheat, D. L. (1995): Numerical Techniques for Predicting Brittle Failure of Reinforced Concrete Planar Structures. In: Journal of Structural Engineering (ASCE), v. 121, n. 10 (October 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:10(1507)

  6. Park, H. / Klingner, R. E. (1997): Nonlinear Analysis of RC Members Using Plasticity with Multiple Failure Criteria. In: Journal of Structural Engineering (ASCE), v. 123, n. 5 (May 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:5(643)

  7. Fang, I.-K. / Worley, J. / Burns, N. H. / Klingner, R. E. (1990): Behavior of Isotropic R/C Bridge Decks on Steel Girders. In: Journal of Structural Engineering (ASCE), v. 116, n. 3 (March 1990).

    https://doi.org/10.1061/(asce)0733-9445(1990)116:3(659)

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