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Abbasi, M. / Khezri, M. / Rasmussen, K. J. R. / Schafer, B. W. (2018): Elastic buckling analysis of cold-formed steel built-up sections with discrete fasteners using the compound strip method. In: Thin-Walled Structures, v. 124 (March 2018).
https://doi.org/10.1016/j.tws.2017.11.046
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Moen, Cristopher D. / Schafer, B. W. (2009): Elastic buckling of thin plates with holes in compression or bending. In: Thin-Walled Structures, v. 47, n. 12 (December 2009).
https://doi.org/10.1016/j.tws.2009.05.001
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Rahnavard, R. / Craveiro, H. D. / Simões, R. A. / Torabian, S. / Schafer, B. W. (2024): Concrete-filled Cold-formed Steel Built-up Composite Stub Columns. In: ce/papers, v. 7, n. 1-2 (March 2024).
https://doi.org/10.1002/cepa.3038
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Avellaneda-Ramirez, R. E. / Eatherton, M. R. / Easterling, W. S. / Schafer, B. W. / Hajjar, J. F. (2024): Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms. In: Journal of Structural Engineering (ASCE), v. 150, n. 2 (February 2024).
https://doi.org/10.1061/jsendh.steng-12556
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Zhang, Z. / Singh, A. / Derveni, F. / Torabian, S. / Peterman, K. D. / Hutchinson, T. C. / Schafer, B. W. (2022): Cyclic Experiments on Steel Sheet Connections for Standard CFS Framed Steel Sheet Sheathed Shear Walls. In: Journal of Structural Engineering (ASCE), v. 148, n. 2 (February 2022).
https://doi.org/10.1061/(asce)st.1943-541x.0003233
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Torabian, S. / Schafer, B. W. (2021): Cyclic Experiments on Sidelap and Structural Connectors in Steel Deck Diaphragms. In: Journal of Structural Engineering (ASCE), v. 147, n. 4 (April 2021).
https://doi.org/10.1061/(asce)st.1943-541x.0002981
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Foroughi, H. / Ji, C. / Moen, C. D. / Schafer, B. W. (2020): Experimental determination of stiffness and strength for metal building system rod bracing. In: Journal of Constructional Steel Research, v. 171 (August 2020).
https://doi.org/10.1016/j.jcsr.2020.106149
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Chen, X. W. / Yuan, H. X. / Real, E. / Du, X. X. / Schafer, B. W. (2020): Experimental behaviour of stainless steel plate girders under combined bending and shear. In: Journal of Constructional Steel Research, v. 166 (March 2020).
https://doi.org/10.1016/j.jcsr.2019.105900
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Ádány, S. / Schafer, B. W. (2006): Buckling mode decomposition of single-branched open cross-section members via finite strip method: Derivation. In: Thin-Walled Structures, v. 44, n. 5 (May 2006).
https://doi.org/10.1016/j.tws.2006.03.013
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Ádány, S. / Schafer, B. W. (2006): Buckling mode decomposition of single-branched open cross-section members via finite strip method: Application and examples. In: Thin-Walled Structures, v. 44, n. 5 (May 2006).
https://doi.org/10.1016/j.tws.2006.03.014
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Moen, Cristopher D. / Schafer, B. W. (2008): Experiments on cold-formed steel columns with holes. In: Thin-Walled Structures, v. 46, n. 10 (October 2008).
https://doi.org/10.1016/j.tws.2008.01.021
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Schafer, B. W. / Li, Z. / Moen, C. D. (2010): Computational modeling of cold-formed steel. In: Thin-Walled Structures, v. 48, n. 10-11 (October 2010).
https://doi.org/10.1016/j.tws.2010.04.008
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Shifferaw, Y. / Schafer, B. W. (2014): Cold-formed steel lipped and plain angle columns with fixed ends. In: Thin-Walled Structures, v. 80 (July 2014).
https://doi.org/10.1016/j.tws.2014.03.001
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Li, Z. / Schafer, B. W. (2013): Constrained Finite Strip Method for Thin-Walled Members with General End Boundary Conditions. In: Journal of Engineering Mechanics (ASCE), v. 139, n. 11 (November 2013).
https://doi.org/10.1061/(asce)em.1943-7889.0000591
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Yuan, H. X. / Du, X. X. / Shokouhian, M. / Ye, J. / Schafer, B. W. (2019): Behaviour and design of circular hollow section steel columns strengthened by infilling concrete under preload. In: Journal of Constructional Steel Research, v. 159 (August 2019).
https://doi.org/10.1016/j.jcsr.2019.05.001
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Schafer, B. W. / Peköz, T. (1998): Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses. In: Journal of Constructional Steel Research, v. 47, n. 3 (September 1998).
https://doi.org/10.1016/s0143-974x(98)00007-8
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Li, Z. / Schafer, B. W. (2010): Application of the finite strip method in cold-formed steel member design. In: Journal of Constructional Steel Research, v. 66, n. 8-9 (August 2010).
https://doi.org/10.1016/j.jcsr.2010.04.001
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Vieira, L. C. M. / Shifferaw, Yared / Schafer, B. W. (2011): Experiments on sheathed cold-formed steel studs in compression. In: Journal of Constructional Steel Research, v. 67, n. 10 (October 2011).
https://doi.org/10.1016/j.jcsr.2011.03.029
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Buonopane, S. G. / Bian, G. / Tun, T. H. / Schafer, B. W. (2015): Computationally efficient fastener-based models of cold-formed steel shear walls with wood sheathing. In: Journal of Constructional Steel Research, v. 110 (July 2015).
https://doi.org/10.1016/j.jcsr.2015.03.008
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Maia, W. F. / Vieira, L. C. M. / Schafer, B. W. / Malite, M. (2016): Experimental and numerical investigation of cold-formed steel double angle members under compression. In: Journal of Constructional Steel Research, v. 121 (June 2016).
https://doi.org/10.1016/j.jcsr.2016.03.003
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Ayhan, D. / Schafer, B. W. (2019): Cold-formed steel ledger-framed construction floor-to-wall connection behavior and strength. In: Journal of Constructional Steel Research, v. 156 (May 2019).
https://doi.org/10.1016/j.jcsr.2019.01.021
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Sangree, R. H. / Schafer, B. W. (2009): Experimental and numerical analysis of a stop-splayed traditional timber scarf joint with key. In: Construction and Building Materials, v. 23, n. 1 (January 2009).
https://doi.org/10.1016/j.conbuildmat.2007.11.004
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Sangree, R. H. / Schafer, B. W. (2009): Experimental and numerical analysis of a halved and tabled traditional timber scarf joint. In: Construction and Building Materials, v. 23, n. 2 (February 2009).
https://doi.org/10.1016/j.conbuildmat.2008.01.015
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Moen, Cristopher D. / Schafer, B. W. (2009): Elastic buckling of cold-formed steel columns and beams with holes. In: Engineering Structures, v. 31, n. 12 (December 2009).
https://doi.org/10.1016/j.engstruct.2009.07.007
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Smith, B. H. / Arwade, S. R. / Schafer, B. W. / Moen, C. D. (2016): Design component and system reliability in a low-rise cold formed steel framed commercial building. In: Engineering Structures, v. 127 (November 2016).
https://doi.org/10.1016/j.engstruct.2016.08.049
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Schafer, B. W. / Peköz, T. (1998): Cold-Formed Steel Members with Multiple Longitudinal Intermediate Stiffeners. In: Journal of Structural Engineering (ASCE), v. 124, n. 10 (October 1998).
https://doi.org/10.1061/(asce)0733-9445(1998)124:10(1175)
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Moen, C. D. / Schafer, B. W. (2011): Direct Strength Method for Design of Cold-Formed Steel Columns with Holes. In: Journal of Structural Engineering (ASCE), v. 137, n. 5 (May 2011).
https://doi.org/10.1061/(asce)st.1943-541x.0000310
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Schafer, B. W. / Sarawit, A. / Peköz, T. (2006): Complex Edge Stiffeners for Thin-Walled Members. In: Journal of Structural Engineering (ASCE), v. 132, n. 2 (February 2006).
https://doi.org/10.1061/(asce)0733-9445(2006)132:2(212)
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Vieira, L. C. M. / Schafer, B. W. (2013): Behavior and Design of Sheathed Cold-Formed Steel Stud Walls under Compression. In: Journal of Structural Engineering (ASCE), v. 139, n. 5 (May 2013).
https://doi.org/10.1061/(asce)st.1943-541x.0000731
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Sangree, R. H. / Schafer, B. W. (2008): Field Experiments and Numerical Models for the Condition Assessment of Historic Timber Bridges: Case Study. In: Journal of Bridge Engineering (ASCE), v. 13, n. 6 (November 2008).
https://doi.org/10.1061/(asce)1084-0702(2008)13:6(595)