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Carlo A. Castiglioni

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. Castiglioni, Carlo A. (1986): Stepped Columns: A Simplified Design Method. In: Engineering Journal, v. 23, n. 1 (March 1986).

    https://doi.org/10.62913/engj.v23i1.458

  2. Castiglioni, Carlo A. / Menghini, Alessandro (2022): Fatigue strength of cold-formed structural steel details: Numerical modelling and experimental results. In: Journal of Constructional Steel Research, v. 199 (December 2022).

    https://doi.org/10.1016/j.jcsr.2022.107605

  3. Castiglioni, Carlo A. (1990): Numerical simulation of fatigue crack growth. Presented at: IABSE Workshop: Remaining Fatigue Life of Steel Structures, Lausanne, Switzerland, 1990.

    https://doi.org/10.5169/seals-45717

  4. Castiglioni, Carlo A. / Calado, Luís (1996): Low-cycle fatigue behaviour and damage assessment of semi-rigid beam-to-column connections in steel. Presented at: IABSE Colloquium: Semi-Rigid Structural Connections, Istanbul, Turkey, 1996.

    https://doi.org/10.5169/seals-56915

  5. Das, Rajarshi / Castiglioni, Carlo A. / Couchaux, Maël / Hoffmeister, Benno / Degée, Hervé (2020): Design and analysis of laser-cut based moment resisting passing-through I-beam-to-CHS column joints. In: Journal of Constructional Steel Research, v. 169 (June 2020).

    https://doi.org/10.1016/j.jcsr.2020.106015

  6. Castiglioni, Carlo A. / Smith, Ian F. C. / Keating, Peter B. (1989): Analysis of fatigue recommendations considering new data. In: IABSE Proceedings, v. 13 ( 1989).

    https://doi.org/10.5169/seals-41972

  7. Castiglioni, Carlo A. (2005): Effects of the Loading History on the Local Buckling Behavior and Failure Mode of Welded Beam-to-Column Joints in Moment-Resisting Steel Frames. In: Journal of Engineering Mechanics (ASCE), v. 131, n. 6 (June 2005).

    https://doi.org/10.1061/(asce)0733-9399(2005)131:6(568)

  8. Calado, Luís / Proença, Jorge M. / Espinha, Miguel / Castiglioni, Carlo A. (2013): Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames. In: Steel and Composite Structures, v. 14, n. 6 (June 2013).

    https://doi.org/10.12989/scs.2013.14.5.547

  9. Calado, Luís / Proença, Jorge M. / Espinha, Miguel / Castiglioni, Carlo A. (2013): Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames. In: Steel and Composite Structures, v. 14, n. 6 (June 2013).

    https://doi.org/10.12989/scs.2013.14.6.547

  10. Castiglioni, Carlo A. / Drei, Alberto / Kanyilmaz, Alper (2020): Continuous Monitoring of Service Conditions of a Steel Storage Racking System. In: Journal of Earthquake Engineering, v. 24, n. 3 ( 2020).

    https://doi.org/10.1080/13632469.2018.1453402

  11. Castiglioni, Carlo A. (1991): A stochastic model for estimating the fatigue life of structural steel details. In: Journal of Constructional Steel Research, v. 18, n. 2 (January 1991).

    https://doi.org/10.1016/0143-974x(91)90068-c

  12. Ballio, Giulio / Castiglioni, Carlo A. (1994): Seismic behaviour of steel sections. In: Journal of Constructional Steel Research, v. 29, n. 1-3 (January 1994).

    https://doi.org/10.1016/0143-974x(94)90055-8

  13. Ballio, Giulio / Castiglioni, Carlo A. (1995): A unified approach for the design of steel structures under low and/or high cycle fatigue. In: Journal of Constructional Steel Research, v. 34, n. 1 (January 1995).

    https://doi.org/10.1016/0143-974x(95)97297-b

  14. Castiglioni, Carlo A. / Calado, Luís (1996): Comparison of two cumulative damage approaches for the assessment of behaviour factors for low-rise steel buildings. In: Journal of Constructional Steel Research, v. 40, n. 1 (October 1996).

    https://doi.org/10.1016/s0143-974x(96)00042-9

  15. Ferreira, João / Castiglioni, Carlo A. / Calado, Luís / Rosaria Agatino, M. (1998): Low cycle fatigue strength assessment of cruciform welded joints. In: Journal of Constructional Steel Research, v. 47, n. 3 (September 1998).

    https://doi.org/10.1016/s0143-974x(98)00003-0

  16. Castiglioni, Carlo A. / Pucinotti, Raffaele (2009): Failure criteria and cumulative damage models for steel components under cyclic loading. In: Journal of Constructional Steel Research, v. 65, n. 4 (April 2009).

    https://doi.org/10.1016/j.jcsr.2008.12.007

  17. Castiglioni, Carlo A. / Zambrano, Alessandra (2010): Determination of the behaviour factor of steel moment-resisting (MR) frames by a damage accumulation approach. In: Journal of Constructional Steel Research, v. 66, n. 5 (May 2010).

    https://doi.org/10.1016/j.jcsr.2009.11.002

  18. Calado, Luís / Proença, Jorge M. / Espinha, Miguel / Castiglioni, Carlo A. (2013): Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames. In: Journal of Constructional Steel Research, v. 85 (June 2013).

    https://doi.org/10.1016/j.jcsr.2013.02.016

  19. Castiglioni, Carlo A. / Kanyilmaz, Alper / Calado, Luís (2012): Experimental analysis of seismic resistant composite steel frames with dissipative devices. In: Journal of Constructional Steel Research, v. 76 (September 2012).

    https://doi.org/10.1016/j.jcsr.2012.03.027

  20. Valente, Marco / Castiglioni, Carlo A. / Kanyilmaz, Alper (2017): Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses. In: Journal of Constructional Steel Research, v. 128 (January 2017).

    https://doi.org/10.1016/j.jcsr.2016.09.003

  21. Bernuzzi, Claudio / Calado, Luís / Castiglioni, Carlo A. (1997): Ductility and Load Carrying Capacity Prediction of Steel Beam-to-Column Connections under Cyclic Reversal Loading. In: Journal of Earthquake Engineering, v. 1, n. 2 ( 1997).

    https://doi.org/10.1080/13632469708962373

  22. Castiglioni, Carlo A. / Mouzakis, Harris P. / Carydis, Panayotis Gr. (2007): Constant and Variable Amplitude Cyclic Behavior of Welded Steel Beam-to-Column Connections. In: Journal of Earthquake Engineering, v. 11, n. 6 ( 2007).

    https://doi.org/10.1080/13632460601188027

  23. Ballio, Giulio / Castiglioni, Carlo A. (1994): An approach to the seismic design of steel structures based on cumulative damage criteria. In: Earthquake Engineering and Structural Dynamics, v. 23, n. 9 (September 1994).

    https://doi.org/10.1002/eqe.4290230904

  24. Valente, Marco / Castiglioni, Carlo A. / Kanyilmaz, Alper (2017): Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames. In: Engineering Structures, v. 131 (January 2017).

    https://doi.org/10.1016/j.engstruct.2016.11.004

  25. Valente, Marco / Castiglioni, Carlo A. / Kanyilmaz, Alper (2016): Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution. In: Bulletin of Earthquake Engineering, v. 14, n. 12 (September 2016).

    https://doi.org/10.1007/s10518-016-0002-9

  26. Castiglioni, Carlo A. / Drei, Alberto / Carydis, Panayotis / Mouzakis, Harris (2016): Experimental assessment of static friction between pallet and beams in racking systems. In: Journal of Building Engineering, v. 6 (June 2016).

    https://doi.org/10.1016/j.jobe.2016.03.004

  27. Castiglioni, Carlo A. / Drei, Alberto / Kanyilmaz, Alper / Mouzakis, Harris P. (2018): Earthquake-Induced pallet sliding in industrial racking systems. In: Journal of Building Engineering, v. 19 (September 2018).

    https://doi.org/10.1016/j.jobe.2018.05.004

  28. Castiglioni, Carlo A. (1995): Cumulative damage assessment in structural steel details. Presented at: IABSE Symposium: Extending the Lifespan of Structures, San Francisco, CA, USA, August 1995.

    https://doi.org/10.5169/seals-55311

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