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James K. Wight

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. Wight, James K. (2001): Use of Strut and Tie Modeling within the ACI Building Code. Presented at: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001.

    https://doi.org/10.1061/40558(2001)140

  2. Hueste, Mary Beth D. / Wight, James K. (1997): Evaluation of a Four-Story Reinforccd Concrete Building Damaged during the Northridge Earthquake. In: Earthquake Spectra, v. 13, n. 3 (August 1997).

    https://doi.org/10.1193/1.1585954

  3. Wight, James K. / Sozen, Mete A. (1975): Strength Decay of RC Columns under Shear Reversals. In: Journal of the Structural Division (ASCE), v. 101, n. 5 (May 1975).

    https://doi.org/10.1061/jsdeag.0004048

  4. Lee, Duane L. N. / Hanson, Robert D. / Wight, James K. (1977): RC Beam-Column Joints under Large Load Reversals. In: Journal of the Structural Division (ASCE), v. 103, n. 12 (December 1977).

    https://doi.org/10.1061/jsdeag.0004787

  5. Scribner, Charles F. / Wight, James K. (1980): Strength Decay in R/C Beams under Load Reversals. In: Journal of the Structural Division (ASCE), v. 106, n. 4 (April 1980).

    https://doi.org/10.1061/jsdeag.0005402

  6. Wight, James K. (2005): The ACI Code: New Items in 2005 and Future Work. Presented at: 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)153

  7. Dam, Thai X. / Wight, James K. / Parra-Montesinos, Gustavo J. (2017): Behavior of Monotonically Loaded Slab-Column Connections Reinforced with Shear Studs. In: ACI Structural Journal, v. 114, n. 1 (January 2017).

    https://doi.org/10.14359/51689165

  8. Lequesne, Rémy D. / Parra-Montesinos, Gustavo J. / Wight, James K. (2016): Seismic Response of Fiber-Reinforced Concrete Coupled Walls. In: ACI Structural Journal, v. 113, n. 3 (May 2016).

    https://doi.org/10.14359/51688822

  9. Dam, Thai X. / Wight, James K. (2016): Flexurally-triggered punching shear failure of reinforced concrete slab–column connections reinforced with headed shear studs arranged in orthogonal and radial layouts. In: Engineering Structures, v. 110 (March 2016).

    https://doi.org/10.1016/j.engstruct.2015.11.050

  10. Hueste, Mary Beth D. / Wight, James K. (1999): Nonlinear Punching Shear Failure Model for Interior Slab-Column Connections. In: Journal of Structural Engineering (ASCE), v. 125, n. 9 (September 1999).

    https://doi.org/10.1061/(asce)0733-9445(1999)125:9(997)

  11. Parra-Montesinos, Gustavo / Wight, James K. (2000): Seismic Response of Exterior RC Column-to-Steel Beam Connections. In: Journal of Structural Engineering (ASCE), v. 126, n. 10 (October 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:10(1113)

  12. Ali, Aejaz / Wight, James K. (1991): RC Structural Walls with Staggered Door Openings. In: Journal of Structural Engineering (ASCE), v. 117, n. 5 (May 1991).

    https://doi.org/10.1061/(asce)0733-9445(1991)117:5(1514)

  13. Bolander, John / Wight, James K. (1991): Finite Element Modeling of Shear‐Wall‐Dominant Buildings. In: Journal of Structural Engineering (ASCE), v. 117, n. 6 (June 1991).

    https://doi.org/10.1061/(asce)0733-9445(1991)117:6(1719)

  14. Vasconez, Rosa M. / Naaman, Antoine E. / Wight, James K. (1998): Behavior of HPFRC Connections for Precast Concrete Frames Under Reversed Cyclic Loading. In: PCI Journal, v. 43, n. 6 (November 1998).

    https://doi.org/10.15554/pcij.11011998.58.71

  15. Naaman, Antoine E. / Harajii, Muhamed H. / Wight, James K. (1986): Analysis of Ductility in Partially Prestressed Concrete Flexural Members. In: PCI Journal, v. 31, n. 3 (May 1986).

    https://doi.org/10.15554/pcij.05011986.64.87

  16. Parra-Montesinos, Gustavo / Wight, James K. (2001): Modeling Shear Behavior of Hybrid RCS Beam-Column Connections. In: Journal of Structural Engineering (ASCE), v. 127, n. 1 (January 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:1(3)

  17. Lequesne, Rémy D. / Parra-Montesinos, Gustavo J. / Wight, James K. (2013): Seismic Behavior and Detailing of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled Wall Systems. In: Journal of Structural Engineering (ASCE), v. 139, n. 8 (August 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000687

  18. Dinh, Hai H. / Parra-Montesinos, Gustavo J. / Wight, James K. (2011): Shear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement. In: Journal of Structural Engineering (ASCE), v. 137, n. 10 (October 2011).

    https://doi.org/10.1061/(asce)st.1943-541x.0000362

  19. Sattary‐Javid, Vahid / Wight, James K. (1986): Earthquake Load on R/C Beams: Building versus Single Beam. In: Journal of Structural Engineering (ASCE), v. 112, n. 7 (July 1986).

    https://doi.org/10.1061/(asce)0733-9445(1986)112:7(1493)

  20. Wight, James K. (1986): Earthquake Design Compared to Measured Response. In: Journal of Structural Engineering (ASCE), v. 112, n. 1 (January 1986).

    https://doi.org/10.1061/(asce)0733-9445(1986)112:1(149)

  21. Canbolat, Burcu B. / Wight, James K. (2008): Experimental Investigation on Seismic Behavior of Eccentric Reinforced Concrete Beam-Column-Slab Connections. In: ACI Structural Journal, v. 105, n. 2 (March 2008).

    https://doi.org/10.14359/19730

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