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Larry A. Fahnestock ORCID

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. Liu, Gaoyu / LaFave, James M. / Fahnestock, Larry A. (2024): Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects. In: Journal of Bridge Engineering (ASCE), v. 29, n. 4 (April 2024).

    https://doi.org/10.1061/jbenf2.beeng-6152

  2. Fahnestock, Larry A. / Chee, Marian / Liu, Gaoyu / Kode, Utkarsh / LaFave, James M. (2022): Synthesis of Bridge Approach Slab Behavior, Design, and Construction Practice. In: Practice Periodical on Structural Design and Construction, v. 27, n. 3 (August 2022).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000704

  3. Wierschem, Nicholas E. / Luo, Jie / Wilcoski, James / Hubbard, Sean A. / Fahnestock, Larry A. / Spencer, Billie F. / McFarland, D. Michael / Quinn, D. Dane / Vakakis, Alexander F. / Bergman, Lawrence A. (2019): Simulating offset blast loads experimentally using shake‐table‐generated ground motions: Method development and validation. In: Structural Control and Health Monitoring, v. 27, n. 2 (November 2019).

    https://doi.org/10.1002/stc.2480

  4. Stoakes, Christopher D. / Fahnestock, Larry A. (2016): Strong-Axis Stability of Wide Flange Steel Columns in the Presence of Weak-Axis Flexure. In: Journal of Structural Engineering (ASCE), v. 142, n. 5 (May 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001448

  5. Sause, Richard / Fahnestock, Larry A. (2001): Strength and Ductility of HPS-100W I-Girders in Negative Flexure. In: Journal of Bridge Engineering (ASCE), v. 6, n. 5 (September - October 2001).

    https://doi.org/10.1061/(asce)1084-0702(2001)6:5(316)

  6. Li, Gang / Fahnestock, Larry A. / Li, Hong-Nan (2013): Simulation of Steel Brace Hysteretic Response Using the Force Analogy Method. In: Journal of Structural Engineering (ASCE), v. 139, n. 4 (April 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000664

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