Amit Kanvinde

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Journal Articles, Books, and Manuals

2024
  • Falborski, T., Murtas, G., Elkady, A., Lignos, D., and Kanvinde, A.M., (2024 – in press). “Evaluation of overstrength-based interaction checks for columns in steel moment frames,” Journal of Constructional Steel Research, Elsevier.
  • Heredia Rosa, D., de Castro e Sousa, A., Lignos, D., Maity, A., and Kanvinde, A.M., (2024 – in press). “A multiaxial plasticity model with softening for simulating inelastic cyclic local buckling in steel beam-columns using fiber elements,” Journal of Structural Engineering, American Society of Civil Engineers.
  • Jhunjhunwala, A., Maity, A., Kanvinde, A.M., (2024). “Simulating column splice fracture and post-fracture response for seismic assessment of steel moment frames,” Earthquake Engineering and Structural Dynamics, Wiley. https://doi.org/10.1016/j.jcsr.2017.06.013
  • Villar-Salinas, S., Kanvinde, A.M., and Lopez-Almansa, F., (2024). “Estimation of backbone model parameters for simulation of exposed column base plates,” Journal of Constructional Steel Research, Elsevier. https://doi.org/10.1016/j.jcsr.2024.109034
  • Heredia Rosa, D., de Castro e Sousa, A., Lignos, D., Maity, A., and Kanvinde, A.M., (2024 – in press). “A multiaxial plasticity model with softening for simulating inelastic local buckling in steel beam-columns under monotonic loading through fiber elements,” Journal of Structural Engineering, American Society of Civil Engineers.
  • Kanvinde, A.M., Maamouri, M., Buckholt, J., (2024). “Design Guide 1: Base Connection Design for Steel Structures (Third Edition),” American Institute of Steel Construction, Chicago, IL.
  • Yasumoto, H., Kanvinde, A.M., Uang, C-M., and Garai, R., (2024). “Simulation based fracture assessment of seismic moment frame connections with box columns,” Journal of Structural Engineering, ASCE. https://doi.org/10.1061/JSENDH.STENG-13042
  • Hassan, A.S., Maity, A., Kanvinde, A.M. and Richards, P.W., (2024). “Seismic response of blockout column base plate connections under axial compression and flexure,” Journal of Structural Engineering, ASCE. https://doi.org/10.1061/JSENDH.STENG-12349
2023
  • Ziccarelli, A., Kanvinde, A,M., and Deierlein, G.G., (2023). “Calibrating an Adaptive Cohesive Zone Model to Simulate Ductile Crack Propagation in Structural Steel Under Cyclic Loading,” Fracture and Fatigue of Engineering Materials and Structures, Wiley. DOI: 10.1111/ffe.14183
  • Hassan, A., and Kanvinde, A.M., (2023). “Seismic Performance of Embedded Column Base Connections with Attached Reinforcement: Tests and Strength Models,” Engineering Journal, American Institute of Steel Construction, 60(4), 225-244.
  • Song, B., Hassan, A., Kanvinde, A.M., and Galasso, C., (2023). “Probabilistic seismic performance assessment of steel moment-resisting frames considering exposed column-base plate connections with ductile anchor rods,” Earthquake Engineering and Structural Dynamics, Wiley. https://doi.org/10.1002/eqe.3949
  • Jhunjhunwala, A., and Kanvinde, A.M., (2023). “Fracture Mechanics based fragility assessment of pre-Northridge welded column splices,” Journal of Structural Engineering, American Society of Civil Engineers. https://doi.org/10.1061/JSENDH.STENG-11749
  • Maity, A., Kanvinde, A.M., Heredia Rosa, D.I., de Castro e Sousa, A., and Lignos, D.G., (2023). “A displacement based fiber element for simulating interactive lateral torsional and local buckling in steel members,” Journal of Structural Engineering, American Society of Civil Engineers. https://doi.org/10.1061/JSENDH.STENG-11889
  • Ziccarelli, A., Kanvinde, A.M., and Deierlein, G.G., (2023). “Cyclic Adaptive Cohesive Zone Model to Simulate Ductile Crack Propagation in Steel Structures Due to Ultra-Low Cycle Fatigue,” Fracture and Fatigue of Engineering Materials and Structures, Wiley. https://doi.org/10.1111/ffe.13964
2022
  • Yao, Z., Wang, W., and Kanvinde, A.M., (2022). “A constitutive model of cyclic plasticity with Lode dependence for structural steels,” Computers and Structures, Elsevier. https://doi.org/10.1016/j.compstruc.2022.106826
  • Falborski, T., and Kanvinde, A.M., (2022). “Estimation of nonstructural stiffness in instrumented steel frames,” Engineering Structures, Elsevier. https://doi.org/10.1016/j.engstruct.2022.113947
  • Hassan, A., Song, B., Galasso, C., and Kanvinde, A.M., (2022). “Seismic Performance of Exposed Column Base Plate Connections with Ductile Anchor Rods,” Journal of Structural Engineering, American Society of Civil Engineers. 10.1061/(ASCE)ST.1943-541X.0003298
2021
  • Pericoli, V., Lao, X., Ziccarelli, A., Kanvinde, A.M., and Deierlein, G.G., (2021). “Integration of an adaptive cohesive zone and continuum ductile fracture model to simulate crack propagation in steel structures,” Engineering Fracture Mechanics, Elsevier. https://doi.org/10.1016/j.engfracmech.2021.108041
  • Zhu, Y., Fell, B.V., and Kanvinde, A.M., (2021). “Continuum Damage Mechanics based Ductile Fracture Fatigue Prediction in Buckling Steel Braces,” Journal of Constructional Steel Research, Elsevier. https://doi.org/10.1016/j.jcsr.2021.106812
  • Singh, P.R., Kanvinde, A.M., and Narasimhan, S., (2021). “Assessing the fracture risk of corroded cast iron pipes in expansive soils,” Journal of Pipeline Systems – Engineering and Practice, American Society of Civil Engineers, 12(4), https://doi.org/10.1061/(ASCE)PS.1949-1204.0000582
  • Smith, C., Ziccarelli, A., Terashima, M., Kanvinde, A.M., and Deierlein, G.G., (2021). “A Stress Weighted Ductile Fracture Model for Steel Subjected to Ultra Low Cycle Fatigue,” Engineering Structures, Elsevier. Volume 245, 112964.
  • Hassan, A., Torres-Rodas, P., Giulietti, L., and Kanvinde, A.M., (2021). “Strength Characterization of Exposed Column Base Plates Subjected to Axial Force and Biaxial Bending,” Engineering Structures, Elsevier. https://doi.org/10.1016/j.engstruct.2021.112165
  • Wang, Y., Kanvinde, A.M., Li, G., and Wang, Y., (2021). “A new constitutive model for high strength structural steels,” Journal of Constructional Steel Research, https://doi.org/10.1016/j.jcsr.2021.106646
2020
  • Song, B., Galasso, C., and Kanvinde, A.M., (2020). “Reliability Analysis and Design Considerations for Exposed Column Base Plate Connections Subjected to Flexure and Axial Compression,” Journal of Structural Engineering, American Society of Civil Engineers. 10.1061/(ASCE)ST.1943-541X.0002903
  • Xie, Z., Kanvinde, A.M., and Chen, Y., (2020). “A constitutive model for various structural steels considering shared hysteretic behaviors,” Journal of Constructional Steel Research, Elsevier. https://doi.org/10.1016/j.jcsr.2020.106421
  • Inamasu, H., Kanvinde, A.M., and Lignos, D., (2020). “Seismic Design of Non-Dissipative Embedded Column Base Connections,” Journal of Constructional Steel Research, Elsevier. https://doi.org/10.1016/j.jcsr.2020.106417
  • Zhu, Y., and Kanvinde, A.M., (2020). “Estimating the evolution of strain induced by inelastic cyclic local buckling in steel beam-columns,” Engineering Structures, Elsevier, 215, 110708.
  • Singh, P.R., Pericoli, V., Kanvinde, A.M., and Narasimhan, S., (2020). “A framework for analyzing cast iron water main fractures due to moisture induced soil expansion,” Journal of Pipeline Systems, 11(3), American Society of Civil Engineers.
  • Falborski, T., Hassan, A., Kanvinde, A.M., (2020). “Column Base Fixity in Steel Moment Frames: Observations from Instrumented Buildings,” Journal of Constructional Steel Research, Elsevier. https://doi.org/10.1016/j.jcsr.2020.105993
  • Falborski, T., Torres-Rodas, P., Zareian, F., and Kanvinde, A.M., (2020). “The effect of base connection strength and ductility on the seismic performance of steel moment resisting frames,” 146(5), Journal of Structural Engineering, American Society of Civil Engineers.
  • Song, B., Galasso, G., and Kanvinde, A.M., (2020). “Advancing fracture fragility assessment of pre-Northridge welded column splices,” Earthquake Engineering and Structural Dynamics, 49, 132-154. DOI: 10.1002/eqe.3228
  • Kenawy, M., Kunnath, S., Kolwankar, S., and Kanvinde, A.M., (2020). “Concrete Uniaxial Nonlocal Damage-plasticity Model for Simulating the post-peak response of reinforced concrete columns under cyclic loading,” 146(5), Journal of Structural Engineering, American Society of Civil Engineers.
  • Kolwankar, S., Kanvinde, A.M., Kenawy, M., Lignos, D., and Kunnath, S., (2020). “Simulating cyclic local buckling induced softening in steel beam-columns using a nonlocal material model in displacement based fiber elements,” Journal of Structural Engineering, American Society of Civil Engineers, 146(1).
2019
  • Inamasu, I., Kanvinde, A.M., and Lignos, D., (2019). “Seismic Stability of Wide-Flange Steel Columns Interacting with Embedded Column Base Connections,” Journal of Structural Engineering, American Society of Civil Engineers, 145 (12), 04019151.
  • Zhu, Y., Kanvinde, A.M., and Pan, Z., (2019). “Analysis of post-necking behavior in structural steels using a one-dimensional nonlocal approach,” Engineering Structures, Elsevier, 180, 321-331.
  • Ran, M., Sun, F., Li, G., Kanvinde, A.M., Wang, Y., Xiao, R., (2019). “Experimental study on the behavior of mismatched butt welded joints of high strength steel,” Journal of Constructional Steel Research, Elsevier, 153, 196-208.
2018
  • Sun, F., Ran, M., Li, G., Kanvinde, A.M., Wang, Y., Xiao, R., (2018). “Strength model for mismatched butt welded joints of high strength steel,” Journal of Constructional Steel Research, Elsevier, 150, 514-527.
  • Kenawy, M., Kunnath, S., Kolwankar, S.S., and Kanvinde, A.M., (2018). “Fiber-based nonlocal formulation for simulating softening in reinforced concrete beam-columns,” Journal of Structural Engineering, American Society of Civil Engineers, 144(12), https://doi.org/10.1061/(ASCE)ST.1943-541X.0002218
  • Torres-Rodas, P., Zareian, F., and Kanvinde, A.M., (2018), “A hysteretic model for the rotational response of embedded column base connections,” Soil Dynamics and Earthquake Engineering, Elsevier, 115, 55-65.
  • Kolwankar, S.S., Kanvinde, A.M., Kenawy, M., and Kunnath, S., (2018), “Simulating local buckling-induced softening in steel members using an equivalent nonlocal material model in displacement-based fiber elements,” Journal of Structural Engineering, American Society of Civil Engineers, 144(10), https://doi.org/10.1061/(ASCE)ST.1943-541X.0002189
  • Torres-Rodas, P., Zareian, F., and Kanvinde, A.M., (2018). “Seismic Demands in Column Base Connections of Steel Moment Frames,” Earthquake Spectra, Earthquake Engineering Research Institute. https://doi.org/10.1193/062317EQS127M
  • Kanvinde, A.M., Maranian, P., Joseph, L., and Lubberts, J., (2018). “Fracture and Fatigue Design of the Wilshire Grand Tower,” Engineering Journal, American Institute of Steel Construction, Vol. 55, pp. 181-189.
  • Pericoli, V.S., and Kanvinde, A.M., (2018). “Theoretical Study of Ductile Fracture In Steel Structures in The Presence of Spatial Variability in Toughness,” Journal of Structural Engineering, American Society of Civil Engineers. 144(5): 04018024
2017
  • Stillmaker, K., Lao., X., Galasso, C., and Kanvinde, A.M., (2017). “Column splice fracture effects on the seismic performance of steel moment frames,” Journal of Constructional Steel Research, Elsevier, 137, 93-101.
  • Kolwankar, S.S., Kanvinde, A.M., Kenawy, M., and Kunnath, S., (2017). “A uniaxial nonlocal formulation for geometric nonlinearity induced necking and buckling localization in a steel bar,” Journal of Structural Engineering, American Society of Civil Engineers. 143(9): 04017091
  • Torres Rodas, P., Zareian, F., and Kanvinde, A.M., (2017). “Rotational stiffness of deeply embedded column base connections,” Journal of Structural Engineering, American Society of Civil Engineers. 143(8): 04017064
  • Grilli, D.A., Jones, R., and Kanvinde, A.M., (2017). “Seismic Performance of Embedded Column Base Connections Subjected to Axial and Lateral Loads,” Journal of Structural Engineering, ASCE. 143(5): 04017010
  • Smith, C.M., Kanvinde, A.M., and Deierlein, G.G., (2017). “Calibration of continuum cyclic constitutive models for structural steel using Particle Swarm Optimization,” Journal of Engineering Mechanics, ASCE. 143(5): 04017012.
  • Smith, C.M., Kanvinde, A.M., and Deierlein, G.G., (2017). “A local criterion for ductile fracture under low-triaxiality axisymmetric stress states,” Engineering Fracture Mechanics, Elsevier, 169, 321-335.
  • Kanvinde, A.M., (2017). “Predicting fracture in civil engineering steel structures: State of the Art,” Journal of Structural Engineering, ASCE.  10.1061/(ASCE)ST.1943-541X.0001704.
  • Grilli, D.A., and Kanvinde, A.M., (2017). “Embedded column base connections subjected to seismic loads: Strength model,” Journal of Constructional Steel Research, Elsevier, 129, 240-249.
2016
  • Torres Rodas, P., Zareian, F., and Kanvinde, A.M., (2016). “A hysteretic model for exposed column base connections,” Journal of Structural Engineering, ASCE, 10.1061/(ASCE)ST.1943-541X.0001602 , 04016137.
  • Petrone, F., Higgins, P.S., Bissonnette, N.P., and Kanvinde, A.M., (2016). “The Cross-Aisle Seismic Performance of Storage Rack Base Connections,” Journal of Constructional Steel Research, Elsevier, 122, 520-531.
  • Grilli, D.A., and Kanvinde, A.M., (2016). “Tensile Strength of Embedded Anchor Groups: Tests and Strength Models,” Engineering Journal, American Institute of Steel Construction, Second Quarter, 53(2), 87-97.
  • Stillmaker, K., Kanvinde, A.M., and Galasso, C., (2016). “Fracture mechanics based design of column splices with partial joint penetration welds,” Journal of Structural Engineering, ASCE, 140(2), 04015115.
2015
  • Cooke, R.J., and Kanvinde, A.M., (2015). “Constitutive Parameter Calibration for Structural Steel: Non-uniqueness and loss of accuracy,” Journal of Constructional Steel Research, Elsevier, 114, 394-404.
  • Galasso, C., Stillmaker, K., Eltit, C., and Kanvinde, A.M., (2015). “Probabilistic demand and fragility assessment of welded column splices in steel moment frames,” Earthquake Engineering and Structural Dynamics, John Wiley and Sons. DOI: 10.1002/eqe.2557
  • Shaw, S.M., Stillmaker, K., and Kanvinde, A.M., (2015). “Seismic Response of Partial Joint Penetration Welded Column Splices in Moment Resisting Frames,” Engineering Journal, AISC, 52(2), 87-108.
2014
  • Kanvinde, A.M., Higgins, P., Cooke, R.J., Perez, J., and Higgins, J., (2014). “Column base connections for hollow steel sections: seismic performance and strength models,” Journal of Structural Engineering, ASCE. 10.1061/(ASCE)ST.1943-541X.0001136.
  • Kanvinde, A.M., Marshall, K.S., Grilli, D.A., and Bomba, G. (2014). “Forensic Analysis of Link Fractures in Eccentrically Braced Frames during the February 2011 Christchurch Earthquake – Testing and Simulation,” Journal of Structural Engineering, ASCE. 10.1061/(ASCE)ST.1943-541X.0001043
  • Myers, A.T., Kanvinde, A.M., Deierlein, G.G., and Baker, J.W., (2014). “A probabilistic formulation of the cyclic void growth model to predict ultra low cycle fatigue in structural steel,” Journal of Engineering Mechanics, ASCE. 10.1061/(ASCE)EM.1943-7889.0000728  , 04014028.
2013
  • Kanvinde, A.M., Jordan, S.J., and Cooke, R.J., (2013). “Exposed Column Baseplate Connections in Moment Frames – Simulations and Behavioral Insights,” Journal of Constructional Steel Research, Elsevier, 84, 82-93.
  • Zareian, F., and Kanvinde, A.M.,(2013). “Effect of Column Base Flexibility on the Seismic Safety of Steel Moment Resisting Frames,” Earthquake Spectra, Earthquake Engineering Research Institute, 29(4), 1-23.
  • Kanvinde, A.M., Liu, J.L., Fu, X., and Cooke, R.J., (2013). “Fillet weld groups loaded with out of plane eccentricity – simulations and new model for strength characterization,” Journal of Structural Engineering, ASCE, 139(3), 305-319.
  • Kanvinde, A.M., and Grilli, D.A., (2013). “Special Moment Frame Base Connection: Design Example 8,” 2012 IBC SEAOC Structural/Seismic Design Manual, Volume 4, Examples for Steel-Frame Buildings, 255-280.
2012
  • Kanvinde, A.M., Grilli, D.A., and Zareian, F. (2012). “Rotational Stiffness of Exposed Column Base Connections – Experiments and Analytical Models,” Journal of Structural Engineering, ASCE, 138(5), 549-560.
2011
  • Gomez, I.R., Kanvinde, A.M., and Deierlein, G.G. (2011). “Experimental investigation of shear transfer in exposed column base connections,” Engineering Journal, American Institute of Steel Construction, 4th Quarter, 246-264.
  • Kanvinde, A.M., and Deierlein, G.G. (2011). “Recent research on column base connections,” Modern Steel Construction, American Institute of Steel Construction, April 2011, 42-44.
2010
  • Shaw, S.M., Kanvinde, A.M., and Fell, B.V. (2010). “Earthquake-induced net-section fracture in brace connections – experiments and simulations,” Journal of Constructional Steel Research, Elsevier, 66(12), 1492-1501.
  • Kwan, Y.K., Gomez, I.R., Grondin, G.Y., and Kanvinde, A.M. (2010). “Strength of welded joints under combined shear and out-of-plane bending,” Canadian Journal of Civil Engineering, NRC Press, 37:250-261.
  • Myers, A.T., Kanvinde, A.M., and Deierlein, G.G. (2010). “Calibration of the Stress Modified Critical Strain (SMCS) criterion for ductile fracture in steels: specimen size dependence and parameter assessment,” Journal of Engineering Mechanics, ASCE, 136(11), 1401-1410.
  • Fell, B.V., and Kanvinde, A.M., (2010). “Tensile forces for seismic design of braced frame connections – Experimental Results,” Journal of Constructional Steel Research, Elsevier, 66(4), 496-503.
  • Kanvinde, A.M. (2010). “Structural Steel Design – Advanced Topics,” in Structural and Geotechnical Engineering, Developed under the Auspices of the UNESCO, EOLSS Publishers, Oxford, United Kingdom [http://www.eolss.net]
2009
  • Fell, B.V. and Kanvinde, A.M. (2009). “Steel Braced Frames – Enhancing Seismic Response,” The Structural Engineer, Journal of the Institution of Structural Engineers, 87(21), 22-26.
  • Kanvinde, A.M., Grondin, G.Y., Gomez, I.R., and Kwan, Y.K., (2009), “Experimental Investigation of Fillet Welded Joints Subjected to Out-of-Plane Eccentric Loads,” Engineering Journal, American Institute of Steel Construction, 46(3), 197-212.
  • Fell, B.V., Kanvinde, A.M., Deierlein, G.G., and Myers, A.T. (2009), “Experimental Investigation of Inelastic Cyclic Buckling and Fracture of Steel Braces,” Journal of Structural Engineering, ASCE, 135(1), 19-32.
  • Fell, B.V., and Kanvinde, A.M., (2009), “Recent Fracture and Fatigue Research in Steel Structures,” Structure Magazine, February 2009.
  • Kanvinde A.M., Gomez I.R., Roberts M., Fell B.V. and Grondin, G.Y, (2009), “Strength and ductility of fillet welds with transverse root notch,” Journal of Constructional Steel Research, Elsevier, 65(4), 948-958.
  • Myers A.T., Kanvinde, A.M., Deierlein, G.G., and Fell, B.V. (2009), “Effect of Weld Details on the Ductility of Steel Column Baseplate Connections,” Journal of Constructional Steel Research, Elsevier, 65(6), 1366-1373.
2008
  • Kanvinde A.M., Fell B.V., Gomez I.R., and Roberts M., (2008), “Predicting fracture in structural fillet welds using traditional and micromechanics-based models,” Engineering Structures, Elsevier, 30(11), 3325-3335.
  • Kanvinde A.M., and Deierlein, G.G., (2008), “Validation of Cyclic Void Growth Model for fracture initiation in blunt notch and dogbone steel specimens,” Journal of Structural Engineering, ASCE, 134(9), 1528-1537.
2007
  • Kanvinde A.M., and Deierlein, G.G., (2007), “A Cyclic Void Growth Model to assess ductile fracture in structural steels due to ultra low cycle fatigue,” Journal of Engineering Mechanics, ASCE, 133(6), 701-712.
  • Kanvinde A.M., and Deierlein G.G., (2007), “Finite Element Simulation of Ductile Fracture in Reduced Section Pull Plates using Micromechanics-based Fracture Models,” Journal of Structural Engineering, ASCE, 133(5), 656-664.
2006
  • Kanvinde A.M., and Deierlein G.G., (2006), “The Void Growth Model and the Stress Modified Critical Strain Model to Predict Ductile Fracture in Structural Steels” Journal of Structural Engineering, ASCE, 132(12), 1907-1918.
  • Kanvinde A.M., and Deierlein, G.G., (2006), “Analytical Models for the Seismic Performance of Gypsum Drywall Partitions” Earthquake Spectra, EERI, 22(2), 391-411.
  • Chi, W.M., Kanvinde, A.M, Deierlein, G., (2006), “Prediction of Ductile Fracture In Welded Connections Using the SMCS Criterion,” Journal of Structural Engineering, ASCE, 132(2), 171-181.

Recent Conference Publications (selected)

  • Cooke, R.J., and Kanvinde, A.M., (2015). “Overfitting in constitutive model calibration and the effects on fracture prediction,” Engineering Mechanics Institute Conference, ASCE, Stanford, CA, June 2015.
  • Kanvinde, A.M., (2014). “Column Base and Splice Details,” North American Steel Construction Conference, American Institute of Steel Construction, Toronto, Canada, March 2014.
  • Galasso, C., Eltit., C., Stillmaker, K., and Kanvinde, A.M., (2014). “Seismic vulnerability of pre-Northridge column splices in steel moment frames,” Second European Conference on Earthquake Engineering and Seismology, Istanbul, Turkey, 2014.
  • Grilli, D.A., and Kanvinde, A.M., (2014). “Experimental investigation of the seismic performance of embedded column bases,” 10th US National Conference on Earthquake Engineering, Anchorage, AK, 2014.
  • Shaw, S.M., and Kanvinde, A.M., (2014). “Seismic performance of partial joint penetration welds in column splices – NEES Research,” 10th US National Conference on Earthquake Engineering, Anchorage, AK, 2014.

Technical Reports

  • Grilli, D.A., and Kanvinde, A.M., (2015). “Design of Embedded Column Base Connections,” Report 3-11, Submitted to Charles Pankow Foundation, June 2015.
  • Grilli, D.A., and Kanvinde A.M., (2015). “Tensile Capacity of Braced Frame Anchor Bolt Groups,” Report 4-11, Submitted to Charles Pankow Foundation, June 2015.
  • Pericoli, V.S, Kanvinde, A.M., Younis, B.A., and Kunnath, S.K., (2014). “Forensic analysis of cast iron pipe fractures in the City of Sacramento,” Technical Report submitted to the City of Sacramento, December 2014.
  • Smith., C.M., Deierlein, G.G., and Kanvinde, A.M., (2014). “A stress-weighted damage model for ductile fracture initiation in structural steel under cyclic loading and generalized stress states,” Technical Report 187, The John A. Blume Earthquake Engineering Center, Stanford University, 2014-10.
  • Shaw, S.M., Kanvinde, A.M., and Stillmaker, K. (2013). “Seismic Performance of Partial Joint Penetration Welds in Steel Moment Resiting Frames,”  Report Submitted to the American Institute of Steel Construction, Chicago, IL.
  • Gomez, I.R., Kanvinde, A.M., and Deierlein, G.G., (2010), “Exposed column base connections subjected to axial compression and flexure,” Report Submitted to the American Institute of Steel Construction, Chicago, IL.
  • Gomez, I.R., Kanvinde, A.M., Smith, C.M., and Deierlein, G.G., (2009), “Shear Transfer in Exposed Column Base Plates,” Report Submitted to the American Institute of Steel Construction, Chicago, IL.
  • Gomez, I.R., Kanvinde, A.M., Kwan, Y.K., and Grondin, G.Y., (2008), “Strength and Ductility of Fillet Welds Subjected to Out of Plane Bending,” Report Submitted to the American Institute of Steel Construction, Chicago, IL.
  • Myers, A.T., Deierlein, G.G., and Kanvinde, A.M., (2009), “Testing and probabilistic simulation of ductile fracture initiation in structural steel components and weldments,” Technical Report 170, John A. Blume Earthquake Engineering Center, Stanford University, CA 94305.
  • Kanvinde A. M., (2004) “Micromechanical Simulation of Earthquake Induced Fracture in Steel Structures,” Technical Report 145, John A. Blume Earthquake Engineering Center, Stanford University, CA 94305.
  • Deierlein G.G., and Kanvinde A.M., (2003). “Seismic Performance of Gypsum Walls – Analytical Investigation,” Report W-23 CUREE woodframe project.
  • Fell, B.V., Kanvinde, A.M., and Deierlein, G.G., (2010). “Large-scale testing and simulation of earthquake induced ultra low cycle fatigue in bracing members subjected to cyclic inelastic buckling,” Technical Report 172, John A. Blume Earthquake Engineering Center, Stanford University, CA 94305.
  • Kunnath, S.K., Kanvinde, A.M., Xiao, Y., and Zhang, G., (2009). “Effects of buckling and low cycle fatigue on seismic performance of reinforcing bars and mechanical couplers for critical structural members,” A technical report submitted to the California Department of Transportation, under contract 59A0539.
  • Fell, B.V., Kanvinde, A.M., Deierlein, G.G., Myers, A.T., and Fu, X., (2006). “Buckling and fracture of concentric braces under inelastic cyclic loading,” SteelTIPS, Technical Information and Product Service, Structural Steel Educational Council.