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Publicité

Carlo A. Castiglioni

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

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

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

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

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

  3. 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. Dans: Journal of Constructional Steel Research, v. 169 (juin 2020).

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

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

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

  5. 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. Dans: Journal of Engineering Mechanics (ASCE), v. 131, n. 6 (juin 2005).

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

  6. 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. Dans: Steel and Composite Structures, v. 14, n. 6 (juin 2013).

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

  7. 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. Dans: Steel and Composite Structures, v. 14, n. 6 (juin 2013).

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

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

    https://doi.org/10.1080/13632469.2018.1453402

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

    https://doi.org/10.1080/13632469708962373

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

    https://doi.org/10.1080/13632460601188027

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

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

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

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

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

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

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

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

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

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

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

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

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