0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

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. Li, Z. / Hanna, M. T. / Ádány, S. / Schafer, B. W. (2011): Impact of basis, orthogonalization, and normalization on the constrained Finite Strip Method for stability solutions of open thin-walled members. Dans: Thin-Walled Structures, v. 49, n. 9 (septembre 2011).

    https://doi.org/10.1016/j.tws.2011.04.003

  2. Liu, H. / Igusa, T. / Schafer, B. W. (2004): Knowledge-based global optimization of cold-formed steel columns. Dans: Thin-Walled Structures, v. 42, n. 6 (juin 2004).

    https://doi.org/10.1016/j.tws.2004.01.001

  3. Schafer, B. W. / Glauz, R. S. / Chen, H. (2023): Revision of ASCE 8 - Design of cold-formed stainless steel structural members. Dans: Journal of Constructional Steel Research, v. 208 (septembre 2023).

    https://doi.org/10.1016/j.jcsr.2023.107986

  4. Yuan, H. X. / Gao, J. D. / Theofanous, M. / Yang, L. / Schafer, B. W. (2020): Initial stiffness and plastic resistance of bolted stainless steel T-stubs in tension. Dans: Journal of Constructional Steel Research, v. 173 (octobre 2020).

    https://doi.org/10.1016/j.jcsr.2020.106239

  5. Moen, Cristopher D. / Igusa, Takeru / Schafer, B. W. (2008): Prediction of residual stresses and strains in cold-formed steel members. Dans: Thin-Walled Structures, v. 46, n. 11 (novembre 2008).

    https://doi.org/10.1016/j.tws.2008.02.002

  6. Vieira, L. C. M. / Malite, M. / Schafer, B. W. (2010): Simplified models for cross-section stress demands on C-section purlins in uplift. Dans: Thin-Walled Structures, v. 48, n. 1 (janvier 2010).

    https://doi.org/10.1016/j.tws.2009.07.009

  7. Zeinoddini, V. M. / Schafer, B. W. (2012): Simulation of geometric imperfections in cold-formed steel members using spectral representation approach. Dans: Thin-Walled Structures, v. 60 (novembre 2012).

    https://doi.org/10.1016/j.tws.2012.07.001

  8. Li, Z. / Ádány, S. / Schafer, B. W. (2013): Modal identification for shell finite element models of thin-walled members in nonlinear collapse analysis. Dans: Thin-Walled Structures, v. 67 (juin 2013).

    https://doi.org/10.1016/j.tws.2013.01.019

  9. Amouzegar, H. / Schafer, B. W. / Tootkaboni, M. (2016): An incremental numerical method for calculation of residual stresses and strains in cold-formed steel members. Dans: Thin-Walled Structures, v. 106 (septembre 2016).

    https://doi.org/10.1016/j.tws.2016.03.019

  10. Schafer, B. W. / Graham-Brady, L. (2006): Stochastic Post-buckling of Frames Using Koiter's Method. Dans: International Journal of Structural Stability and Dynamics, v. 6, n. 3 (septembre 2006).

    https://doi.org/10.1142/s0219455406001976

  11. Ádány, Sándor / Schafer, B. W. (2008): A full modal decomposition of thin-walled, single-branched open cross-section members via the constrained finite strip method. Dans: Journal of Constructional Steel Research, v. 64, n. 1 (janvier 2008).

    https://doi.org/10.1016/j.jcsr.2007.04.004

  12. Schafer, B. W. (2008): Review: The Direct Strength Method of cold-formed steel member design. Dans: Journal of Constructional Steel Research, v. 64, n. 7-8 (juillet 2008).

    https://doi.org/10.1016/j.jcsr.2008.01.022

  13. Smith, B. H. / Szyniszewski, S. / Hajjar, J. F. / Schafer, B. W. / Arwade, S. R. (2012): Steel foam for structures: A review of applications, manufacturing and material properties. Dans: Journal of Constructional Steel Research, v. 71 (avril 2012).

    https://doi.org/10.1016/j.jcsr.2011.10.028

  14. Peterman, K. D. / Nakata, N. / Schafer, B. W. (2014): Hysteretic characterization of cold-formed steel stud-to-sheathing connections. Dans: Journal of Constructional Steel Research, v. 101 (octobre 2014).

    https://doi.org/10.1016/j.jcsr.2014.05.019

  15. Liu, P. / Peterman, K. D. / Schafer, B. W. (2014): Impact of construction details on OSB-sheathed cold-formed steel framed shear walls. Dans: Journal of Constructional Steel Research, v. 101 (octobre 2014).

    https://doi.org/10.1016/j.jcsr.2014.05.003

  16. Mirzaei, A. / Sangree, R. H. / Velchev, K. / Comeau, G. / Balh, N. / Rogers, C. A. / Schafer, B. W. (2015): Seismic capacity-based design of narrow strap-braced cold-formed steel walls. Dans: Journal of Constructional Steel Research, v. 115 (décembre 2015).

    https://doi.org/10.1016/j.jcsr.2015.08.023

  17. Meimand, V. Z. / Schafer, B. W. (2014): Impact of load combinations on structural reliability determined from testing cold-formed steel components. Dans: Structural Safety, v. 48 (mai 2014).

    https://doi.org/10.1016/j.strusafe.2013.10.006

  18. Schafer, B. W. / Bajpai, P. (2005): Stability degradation and redundancy in damaged structures. Dans: Engineering Structures, v. 27, n. 11 (septembre 2005).

    https://doi.org/10.1016/j.engstruct.2005.05.012

  19. Shama, A. A. / Zarghamee, M. S. / Ojdrovic, R. P. / Schafer, B. W. (2003): Seismic damage evaluation of a steel building using stress triaxiality. Dans: Engineering Structures, v. 25, n. 3 (février 2003).

    https://doi.org/10.1016/s0141-0296(02)00149-9

  20. Schafer, B. W. / Peköz, T. (1999): Laterally Braced Cold-Formed Steel Flexural Members with Edge Stiffened Flanges. Dans: Journal of Structural Engineering (ASCE), v. 125, n. 2 (février 1999).

    https://doi.org/10.1061/(asce)0733-9445(1999)125:2(118)

  21. Peterman, K. D. / Schafer, B. W. (2014): Sheathed Cold-Formed Steel Studs under Axial and Lateral Load. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 10 (octobre 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000966

  22. Schafer, B. W. / Ojdrovic, R. P. / Zarghamee, M. S. (2000): Triaxiality and Fracture of Steel Moment Connections. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 10 (octobre 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:10(1131)

  23. Bian, G. / Chatterjee, A. / Buonopane, S. G. / Arwade, S. R. / Moen, C. D. / Schafer, B. W. (2017): Reliability of cold-formed steel framed shear walls as impacted by variability in fastener response. Dans: Engineering Structures, v. 142 (juillet 2017).

    https://doi.org/10.1016/j.engstruct.2017.03.072

  24. Blum, H. B. / Meimand, V. Z. / Schafer, B. W. (2015): Flexural Bracing Requirements in Axially Loaded Cold-Formed Steel-Framed Walls. Dans: Practice Periodical on Structural Design and Construction, v. 20, n. 4 (novembre 2015).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000242

  25. Schafer, B. W. (2002): Local, Distortional, and Euler Buckling of Thin-Walled Columns. Dans: Journal of Structural Engineering (ASCE), v. 128, n. 3 (mars 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:3(289)

  26. Schafer, B. W. (2002): Three Books for Cold-Formed Steel Design. Dans: Journal of Structural Engineering (ASCE), v. 128, n. 11 (novembre 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:11(1490)

  27. Shifferaw, Yared / Schafer, B. W. (2012): Inelastic Bending Capacity of Cold-Formed Steel Members. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 4 (avril 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000469

  28. Buonopane, S. G. / Schafer, B. W. (2006): Reliability of Steel Frames Designed with Advanced Analysis. Dans: Journal of Structural Engineering (ASCE), v. 132, n. 2 (février 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:2(267)

  29. Schafer, B. W. / Ayhan, D. / Leng, J. / Liu, P. / Padilla-Llano, D. / Peterman, K. D. / Stehman, M. / Buonopane, S. G. / Eatherton, M. / Madsen, R. / Manley, B. / Moen, C. D. / Nakata, N. / Rogers, C. / Yu, C. (2016): Seismic Response and Engineering of Cold-formed Steel Framed Buildings. Dans: Structures, v. 8 (novembre 2016).

    https://doi.org/10.1016/j.istruc.2016.05.009

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine