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G. G. Deierlein

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

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

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