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G. G. Deierlein

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. Haselton, C. B. / Deierlein, G. G. (2005): Benchmarking Seismic Performance of Reinforced Concrete Frame Buildings. 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)189

  2. Kanvinde, A. M. / Deierlein, G. G. (2005): Continuum Based Micro-Models for Ultra Low Cycle Fatigue Crack Initiation in Steel Structures. 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)192

  3. Jampole, E. / Swensen, S. / Miranda, E. / Deierlein, G. G. (2020): Parametric Study of Seismic Isolation Properties for Light-Frame Houses. In: Journal of Structural Engineering (ASCE), v. 146, n. 10 (October 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002651

  4. Myers, A. T. / Kanvinde, A. M. / Deierlein, G. G. (2010): Calibration of the SMCS Criterion for Ductile Fracture in Steels: Specimen Size Dependence and Parameter Assessment. In: Journal of Engineering Mechanics (ASCE), v. 136, n. 11 (November 2010).

    https://doi.org/10.1061/(asce)em.1943-7889.0000178

  5. Myers, A. T. / Kanvinde, A. M. / Deierlein, G. G. / Baker, J. W. (2014): Probabilistic Formulation of the Cyclic Void Growth Model to Predict Ultralow Cycle Fatigue in Structural Steel. In: Journal of Engineering Mechanics (ASCE), v. 140, n. 6 (June 2014).

    https://doi.org/10.1061/(asce)em.1943-7889.0000728

  6. Kanvinde, A. M. / Deierlein, G. G. (2007): Cyclic Void Growth Model to Assess Ductile Fracture Initiation in Structural Steels due to Ultra Low Cycle Fatigue. In: Journal of Engineering Mechanics (ASCE), v. 133, n. 6 (June 2007).

    https://doi.org/10.1061/(asce)0733-9399(2007)133:6(701)

  7. El-Tawil, S. / Sanz-Picón, C. F. / Deierlein, G. G. (1995): Evaluation of ACI 318 and AISC (LRFD) strength provisions for composite beam-columns. In: Journal of Constructional Steel Research, v. 34, n. 1 (January 1995).

    https://doi.org/10.1016/0143-974x(94)00009-7

  8. Myers, A. T. / Kanvinde, A. M. / Deierlein, G. G. / Fell, B. V. (2009): Effect of weld details on the ductility of steel column baseplate connections. In: Journal of Constructional Steel Research, v. 65, n. 6 (June 2009).

    https://doi.org/10.1016/j.jcsr.2008.08.004

  9. Hsieh, S.-H. / Deierlein, G. G. (1991): Nonlinear analysis of three-dimensional steel frames with semi-rigid connections. In: Computers & Structures, v. 41, n. 5 (January 1991).

    https://doi.org/10.1016/0045-7949(91)90293-u

  10. Gokkaya, B. U. / Baker, J. W. / Deierlein, G. G. (2017): Estimation and impacts of model parameter correlation for seismic performance assessment of reinforced concrete structures. In: Structural Safety, v. 69 (November 2017).

    https://doi.org/10.1016/j.strusafe.2017.07.005

  11. Ramirez, C. M. / Liel, A. B. / Mitrani-Reiser, J. / Haselton, C. B. / Spear, A. D. / Steiner, J. / Deierlein, G. G. / Miranda, E. (2012): Expected earthquake damage and repair costs in reinforced concrete frame buildings. In: Earthquake Engineering and Structural Dynamics, v. 41, n. 11 (September 2012).

    https://doi.org/10.1002/eqe.2216

  12. Swensen, S. / Deierlein, G. G. / Miranda, E. (2016): Behavior of Screw and Adhesive Connections to Gypsum Wallboard in Wood and Cold-Formed Steel-Framed Wallettes. In: Journal of Structural Engineering (ASCE), v. 142, n. 4 (April 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001307

  13. Chi, W.-M. / Kanvinde, A. M. / Deierlein, G. G. (2006): Prediction of Ductile Fracture in Steel Connections Using SMCS Criterion. In: Journal of Structural Engineering (ASCE), v. 132, n. 2 (February 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:2(171)

  14. Kanvinde, A. M. / Deierlein, G. G. (2006): The Void Growth Model and the Stress Modified Critical Strain Model to Predict Ductile Fracture in Structural Steels. In: Journal of Structural Engineering (ASCE), v. 132, n. 12 (December 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:12(1907)

  15. Fell, B. V. / Kanvinde, A. M. / Deierlein, G. G. / Myers, A. T. (2009): Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces. In: Journal of Structural Engineering (ASCE), v. 135, n. 1 (January 2009).

    https://doi.org/10.1061/(asce)0733-9445(2009)135:1(19)

  16. Kanvinde, A. M. / Deierlein, G. G. (2008): Validation of Cyclic Void Growth Model for Fracture Initiation in Blunt Notch and Dogbone Steel Specimens. In: Journal of Structural Engineering (ASCE), v. 134, n. 9 (September 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:9(1528)

  17. Kanvinde, A. M. / Deierlein, G. G. (2007): Finite-Element Simulation of Ductile Fracture in Reduced Section Pull-Plates Using Micromechanics-Based Fracture Models. In: Journal of Structural Engineering (ASCE), v. 133, n. 5 (May 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:5(656)

  18. Deierlein, G. G. (1997): Steel-framed structures. In: Progress in Structural Engineering and Materials, v. 1, n. 1 (September 1997).

    https://doi.org/10.1002/pse.2260010105

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