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James K. Wight

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

  1. Wight, James K. (2001): Use of Strut and Tie Modeling within the ACI Building Code. Vorgetragen bei: 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 (Mai 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 (Dezember 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. 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)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 (Januar 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 (Mai 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 (März 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 (Oktober 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 (Mai 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 (Juni 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 (Mai 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 (Januar 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 (Oktober 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 (Juli 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 (Januar 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 (März 2008).

    https://doi.org/10.14359/19730

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