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Janice J. Chambers

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. Mortensen, Bart / Chambers, Janice J. / Bartley, Tony C. (2008): Reduced Beam Section Spring Constants. In: Engineering Journal, v. 45, n. 2 (June 2008).

    https://doi.org/10.62913/engj.v45i2.935

  2. Chambers, Janice J. / Bartley, Tony C. (2007): Geometric Formulas for Gusset Plate Design. In: Engineering Journal, v. 44, n. 3 (September 2007).

    https://doi.org/10.62913/engj.v44i3.912

  3. Hsiao, J. Kent / Chambers, Janice J. / Schultz, William J. (2005): Stress Singularity Effect on Beam Flanges in Moment Connections. In: Advances in Structural Engineering, v. 8, n. 2 (April 2005).

    https://doi.org/10.1260/1369433054038010

  4. Yabuki, Tetsuya / Chambers, Janice J. / Arizumi, Yasunori / Shimozato, Tetsuhiro / Matsushita, Hiroaki (2013): Buckling capacity of welded stainless steel flanges by finite element analysis. In: Engineering Structures, v. 49 (April 2013).

    https://doi.org/10.1016/j.engstruct.2012.12.020

  5. Crocker, Joseph P. / Chambers, Janice J. (2004): Single Plate Shear Connection Response to Rotation Demands Imposed by Frames Undergoing Cyclic Lateral Displacements. In: Journal of Structural Engineering (ASCE), v. 130, n. 6 (June 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:6(934)

  6. Yabuki, Tetsuya / Arizumi, Yasunori / Chambers, Janice J. / Shimozato, Tetsuhiro / Yoza, Toshiyasu (2011): Instability of Axially Loaded Compression Members under Lateral Rigid Body Excitations. In: Journal of Structural Engineering (ASCE), v. 137, n. 10 (October 2011).

    https://doi.org/10.1061/(asce)st.1943-541x.0000319

  7. Chambers, Janice J. / Almudhafar, Shaheed / Stenger, Frank (2003): Effect of Reduced Beam Section Frame Elements on Stiffness of Moment Frames. In: Journal of Structural Engineering (ASCE), v. 129, n. 3 (March 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:3(383)

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