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Kapil Khandelwal ORCID

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

  1. Murren, Patrick / Khandelwal, Kapil: Optimization of Large Steel Frames Using a Design-Driven Harmony Search. Vorgetragen bei: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.

    https://doi.org/10.1061/9780784412848.219

  2. Khandelwal, Kapil / El-Tawil, Sherif (2006): Catenary Action during Collapse of Steel MRF Buildings. Vorgetragen bei: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.

    https://doi.org/10.1061/40889(201)35

  3. Feng, Nan / Zhang, Guodong / Khandelwal, Kapil (2022): Finite strain FE2 analysis with data-driven homogenization using deep neural networks. In: Computers & Structures, v. 263 (April 2022).

    https://doi.org/10.1016/j.compstruc.2022.106742

  4. Khandelwal, Kapil / El-Tawil, Sherif (2005): Progressive Collapse of Moment Resisting Steel 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)220

  5. Khandelwal, Kapil / El-Tawil, Sherif (2011): Pushdown resistance as a measure of robustness in progressive collapse analysis. In: Engineering Structures, v. 33, n. 9 (September 2011).

    https://doi.org/10.1016/j.engstruct.2011.05.013

  6. Feng, Nan / Zhang, Guodong / Khandelwal, Kapil (2021): On the performance evaluation of stochastic finite elements in linear and nonlinear problems. In: Computers & Structures, v. 243 (Januar 2021).

    https://doi.org/10.1016/j.compstruc.2020.106408

  7. Li, Lei / Khandelwal, Kapil (2020): Topology Optimization of Energy-Dissipating Plastic Structures with Shear Modified Gurson–Tvergaard–Needleman Model. In: Journal of Structural Engineering (ASCE), v. 146, n. 11 (November 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002790

  8. Przywara, John / Khandelwal, Kapil (2011): Blast Amelioration Systems: Effect of Topological Parameters on Performance of Layered Metallic-Lattice Sandwich Panels. Vorgetragen bei: Structures Congress 2011, Las Vegas, Nevada, April 14-16, 2011.

    https://doi.org/10.1061/41171(401)132

  9. Khandelwal, Kapil / El-Tawil, Sherif / Sadek, Fahim (2009): Progressive collapse analysis of seismically designed steel braced frames. In: Journal of Constructional Steel Research, v. 65, n. 3 (März 2009).

    https://doi.org/10.1016/j.jcsr.2008.02.007

  10. Zhang, Guodong / Khandelwal, Kapil (2016): Modeling of nonlocal damage-plasticity in beams using isogeometric analysis. In: Computers & Structures, v. 165 (März 2016).

    https://doi.org/10.1016/j.compstruc.2015.12.006

  11. Li, Lei / Khandelwal, Kapil (2015): An adaptive quadratic approximation for structural and topology optimization. In: Computers & Structures, v. 151 (15 April 2015).

    https://doi.org/10.1016/j.compstruc.2015.01.013

  12. Li, Lei / Khandelwal, Kapil (2015): Topology optimization of structures with length-scale effects using elasticity with microstructure theory. In: Computers & Structures, v. 157 (September 2015).

    https://doi.org/10.1016/j.compstruc.2015.05.026

  13. Li, Lei / Khandelwal, Kapil (2014): Two-point gradient-based MMA (TGMMA) algorithm for topology optimization. In: Computers & Structures, v. 131 (Januar 2014).

    https://doi.org/10.1016/j.compstruc.2013.10.010

  14. Kiran, Ravi / Khandelwal, Kapil (2014): Complex step derivative approximation for numerical evaluation of tangent moduli. In: Computers & Structures, v. 140 (Juli 2014).

    https://doi.org/10.1016/j.compstruc.2014.04.009

  15. Kiran, Ravi / Li, Lei / Khandelwal, Kapil (2015): Performance of cubic convergent methods for implementing nonlinear constitutive models. In: Computers & Structures, v. 156 (August 2015).

    https://doi.org/10.1016/j.compstruc.2015.04.011

  16. Tovar, Andrés / Khandelwal, Kapil (2013): Topology optimization for minimum compliance using a control strategy. In: Engineering Structures, v. 48 (März 2013).

    https://doi.org/10.1016/j.engstruct.2012.12.008

  17. Alberdi, Ryan / Przywara, John / Khandelwal, Kapil (2013): Performance evaluation of sandwich panel systems for blast mitigation. In: Engineering Structures, v. 56 (November 2013).

    https://doi.org/10.1016/j.engstruct.2013.08.021

  18. Li, Lei / Khandelwal, Kapil (2017): Topology optimization of geometrically nonlinear trusses with spurious eigenmodes control. In: Engineering Structures, v. 131 (Januar 2017).

    https://doi.org/10.1016/j.engstruct.2016.11.001

  19. Alberdi, Ryan / Murren, Patrick / Khandelwal, Kapil (2015): Connection topology optimization of steel moment frames using metaheuristic algorithms. In: Engineering Structures, v. 100 (Oktober 2015).

    https://doi.org/10.1016/j.engstruct.2015.06.014

  20. Alberdi, Ryan / Khandelwal, Kapil (2015): Comparison of robustness of metaheuristic algorithms for steel frame optimization. In: Engineering Structures, v. 102 (November 2015).

    https://doi.org/10.1016/j.engstruct.2015.08.012

  21. Murren, Patrick / Khandelwal, Kapil (2014): Design-driven harmony search (DDHS) in steel frame optimization. In: Engineering Structures, v. 59 (Februar 2014).

    https://doi.org/10.1016/j.engstruct.2013.12.003

  22. Li, Lei / Khandelwal, Kapil (2015): Volume preserving projection filters and continuation methods in topology optimization. In: Engineering Structures, v. 85 (Februar 2015).

    https://doi.org/10.1016/j.engstruct.2014.10.052

  23. Zhang, Guodong / Alberdi, Ryan / Khandelwal, Kapil (2016): Analysis of three-dimensional curved beams using isogeometric approach. In: Engineering Structures, v. 117 (Juni 2016).

    https://doi.org/10.1016/j.engstruct.2016.03.035

  24. Kiran, Ravi / Khandelwal, Kapil (2014): Experimental Studies and Models for Ductile Fracture in ASTM A992 Steels at High Triaxiality. In: Journal of Structural Engineering (ASCE), v. 140, n. 2 (Februar 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000828

  25. Kiran, Ravi / Khandelwal, Kapil (2014): Fast-to-Compute Weakly Coupled Ductile Fracture Model for Structural Steels. In: Journal of Structural Engineering (ASCE), v. 140, n. 6 (Juni 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0001025

  26. Cowan, Maria / Khandelwal, Kapil (2014): Modeling of high temperature creep in ASTM A992 structural steels. In: Engineering Structures, v. 80 (Dezember 2014).

    https://doi.org/10.1016/j.engstruct.2014.09.020

  27. Chao, Shih-Ho / Khandelwal, Kapil / El-Tawil, Sherif (2006): Ductile Web Fracture Initiation in Steel Shear Links. In: Journal of Structural Engineering (ASCE), v. 132, n. 8 (August 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:8(1192)

  28. Khandelwal, Kapil / El-Tawil, Sherif / Kunnath, Sashi K. / Lew, H. S. (2008): Macromodel-Based Simulation of Progressive Collapse: Steel Frame Structures. In: Journal of Structural Engineering (ASCE), v. 134, n. 7 (Juli 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:7(1070)

  29. Khandelwal, Kapil / El-Tawil, Sherif (2007): Collapse Behavior of Steel Special Moment Resisting Frame Connections. In: Journal of Structural Engineering (ASCE), v. 133, n. 5 (Mai 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:5(646)

  30. Kiran, Ravi / Li, Lei / Khandelwal, Kapil (2017): Complex Perturbation Method for Sensitivity Analysis of Nonlinear Trusses. In: Journal of Structural Engineering (ASCE), v. 143, n. 1 (Januar 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001619

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