Year |
Citation |
Score |
2021 |
Derveni F, Gerasimidis S, Schafer BW, Peterman KD. High-Fidelity Finite Element Modeling of Wood-Sheathed Cold-Formed Steel Shear Walls Journal of Structural Engineering. 147: 04020316. DOI: 10.1061/(asce)st.1943-541x.0002879 |
0.358 |
|
2020 |
Abreu JCB, Vieira LCM, Moreno AL, Gernay T, Schafer BW. Experiments on load-bearing cold-formed steel sheathed studs at elevated temperatures Thin-Walled Structures. 156: 106968. DOI: 10.1016/J.Tws.2020.106968 |
0.461 |
|
2020 |
Rasmussen KJR, Khezri M, Schafer BW, Zhang H. The mechanics of built-up cold-formed steel members Thin-Walled Structures. 154: 106756. DOI: 10.1016/J.Tws.2020.106756 |
0.461 |
|
2020 |
Mirzaie F, Myers AT, Jay A, Mahmoud A, Smith E, Schafer BW. Analysis of geometric imperfections of spirally welded slender steel tubes Thin-Walled Structures. 146: 106447. DOI: 10.1016/J.Tws.2019.106447 |
0.371 |
|
2020 |
Yuan HX, Gao JD, Theofanous M, Yang L, Schafer BW. Initial stiffness and plastic resistance of bolted stainless steel T-stubs in tension Journal of Constructional Steel Research. 173: 106239. DOI: 10.1016/J.Jcsr.2020.106239 |
0.489 |
|
2020 |
Foroughi H, Ji C, Moen CD, Schafer BW. Experimental determination of stiffness and strength for metal building system rod bracing Journal of Constructional Steel Research. 171: 106149. DOI: 10.1016/J.Jcsr.2020.106149 |
0.757 |
|
2020 |
Chen XW, Yuan HX, Real E, Du XX, Schafer BW. Experimental behaviour of stainless steel plate girders under combined bending and shear Journal of Constructional Steel Research. 166: 105900. DOI: 10.1016/J.Jcsr.2019.105900 |
0.495 |
|
2020 |
Kechidi S, Fratamico DC, Schafer BW, Castro JM, Bourahla N. Simulation of screw connected built-up cold-formed steel back-to-back lipped channels under axial compression Engineering Structures. 206: 110109. DOI: 10.1016/J.Engstruct.2019.110109 |
0.529 |
|
2019 |
Zhao X, Schafer BW. Fabrication Tolerance Study of Cold-formed Steel Members Based on Geometric Point Clouds of Laser Sensor Structural Health Monitoring-An International Journal. DOI: 10.12783/Shm2019/32241 |
0.367 |
|
2019 |
Schafer BW. Advances in the Direct Strength Method of cold-formed steel design Thin-Walled Structures. 140: 533-541. DOI: 10.1016/J.Tws.2019.03.001 |
0.465 |
|
2019 |
Yuan HX, Du XX, Shokouhian M, Ye J, Schafer BW. Behaviour and design of circular hollow section steel columns strengthened by infilling concrete under preload Journal of Constructional Steel Research. 159: 415-427. DOI: 10.1016/J.Jcsr.2019.05.001 |
0.493 |
|
2019 |
Ayhan D, Schafer BW. Cold-formed steel ledger-framed construction floor-to-wall connection behavior and strength Journal of Constructional Steel Research. 156: 215-226. DOI: 10.1016/J.Jcsr.2019.01.021 |
0.52 |
|
2018 |
Torabian S, Schafer BW. Development and Experimental Validation of the Direct Strength Method for Cold-Formed Steel Beam-Columns Journal of Structural Engineering-Asce. 144: 4018175. DOI: 10.1061/(Asce)St.1943-541X.0002117 |
0.484 |
|
2018 |
Smith BH, Chatterjee A, Arwade SR, Moen CD, Schafer BW. System Reliability Benefits of Repetitive Framing in Cold-Formed Steel Floor Systems Journal of Structural Engineering-Asce. 144: 4018061. DOI: 10.1061/(Asce)St.1943-541X.0002025 |
0.728 |
|
2018 |
Chatterjee A, Arwade SR, Schafer BW, Moen CD. System Reliability of Floor Diaphragms Framed from Cold-Formed Steel with Wood Sheathing Journal of Structural Engineering-Asce. 144: 4017208. DOI: 10.1061/(Asce)St.1943-541X.0001958 |
0.744 |
|
2018 |
Mahmoud A, Torabian S, Jay A, Mirzaie F, Myers AT, Smith E, Schafer BW. Modeling the Flexural Collapse of Thin-Walled Spirally Welded Tapered Tubes Journal of Structural Engineering-Asce. 144: 4017201. DOI: 10.1061/(Asce)St.1943-541X.0001950 |
0.429 |
|
2018 |
Fratamico DC, Torabian S, Zhao X, Rasmussen KJ, Schafer BW. Experimental study on the composite action in sheathed and bare built-up cold-formed steel columns Thin-Walled Structures. 127: 290-305. DOI: 10.1016/J.Tws.2018.02.002 |
0.469 |
|
2018 |
Abbasi M, Khezri M, Rasmussen KJR, Schafer BW. Elastic buckling analysis of cold-formed steel built-up sections with discrete fasteners using the compound strip method Thin-Walled Structures. 124: 58-71. DOI: 10.1016/J.Tws.2017.11.046 |
0.461 |
|
2018 |
Mirzaie F, Myers AT, Jay A, Mahmoud A, Torabian S, Smith E, Schafer BW. Imperfection measurements to predict buckling behavior of slender steel tubes Thin-Walled Structures. 123: 270-281. DOI: 10.1016/J.Tws.2017.11.016 |
0.406 |
|
2018 |
Fratamico DC, Torabian S, Zhao X, Rasmussen KJR, Schafer BW. Experiments on the global buckling and collapse of built-up cold-formed steel columns Journal of Constructional Steel Research. 144: 65-80. DOI: 10.1016/J.Jcsr.2018.01.007 |
0.477 |
|
2018 |
Torabian S, Xiao F, Haws RB, Schafer BW. Design of Transverse Fillet Welds in the Lapped Joints of Thin Steel Plates International Journal of Steel Structures. 18: 337-348. DOI: 10.1007/S13296-018-0325-2 |
0.464 |
|
2017 |
Wang Y, Gong J, Wirtz D, Schafer BW. Affine and non-affine deformations quantified in cytoskeletal networks through three-dimensional form-finding model. Journal of the Mechanical Behavior of Biomedical Materials. 72: 52-65. PMID 28448922 DOI: 10.1016/J.Jmbbm.2017.04.015 |
0.367 |
|
2017 |
Zhao X, Tootkaboni M, Schafer BW. Laser-based cross-section measurement of cold-formed steel members: Model reconstruction and application Thin-Walled Structures. 120: 70-80. DOI: 10.1016/J.Tws.2017.08.016 |
0.397 |
|
2017 |
Ayhan D, Schafer BW. Characterization of in-plane backbone response of cold-formed steel beams Journal of Constructional Steel Research. 132: 141-150. DOI: 10.1016/J.Jcsr.2016.12.025 |
0.49 |
|
2017 |
Leng J, Peterman KD, Bian G, Buonopane SG, Schafer BW. Modeling seismic response of a full-scale cold-formed steel-framed building Engineering Structures. 153: 146-165. DOI: 10.1016/J.Engstruct.2017.10.008 |
0.484 |
|
2017 |
Bian G, Chatterjee A, Buonopane SG, Arwade SR, Moen CD, Schafer BW. Reliability of cold-formed steel framed shear walls as impacted by variability in fastener response Engineering Structures. 142: 84-97. DOI: 10.1016/J.Engstruct.2017.03.072 |
0.474 |
|
2016 |
Junior LCMV, Schafer BW. Fastener Demands For Sheathing-Braced Cold-Formed Steel Stud Gravity Walls Latin American Journal of Solids and Structures. 13: 1167-1185. DOI: 10.1590/1679-78252428 |
0.486 |
|
2016 |
Jay A, Myers AT, Mirzaie F, Mahmoud A, Torabian S, Smith E, Schafer BW. Large-Scale Bending Tests of Slender Tapered Spirally Welded Steel Tubes Journal of Structural Engineering-Asce. 142: 4016136. DOI: 10.1061/(Asce)St.1943-541X.0001605 |
0.435 |
|
2016 |
Peterman KD, Stehman MJJ, Madsen RL, Buonopane SG, Nakata N, Schafer BW. Experimental Seismic Response of a Full-Scale Cold-Formed Steel-Framed Building. II: Subsystem-Level Response Journal of Structural Engineering-Asce. 142: 4016128. DOI: 10.1061/(Asce)St.1943-541X.0001577 |
0.416 |
|
2016 |
Liu Z, Jacques CC, Szyniszewski S, Guest JK, Schafer BW, Igusa T, Mitrani-Reiser J. Agent-Based Simulation of Building Evacuation after an Earthquake: Coupling Human Behavior with Structural Response Natural Hazards Review. 17. DOI: 10.1061/(Asce)Nh.1527-6996.0000199 |
0.364 |
|
2016 |
Li Z, Leng J, Guest JK, Schafer BW. Two-level optimization for a new family of cold-formed steel lipped channel sections against local and distortional buckling Thin-Walled Structures. 108: 64-74. DOI: 10.1016/J.Tws.2016.07.004 |
0.344 |
|
2016 |
Amouzegar H, Schafer BW, Tootkaboni M. An incremental numerical method for calculation of residual stresses and strains in cold-formed steel members Thin-Walled Structures. 106: 61-74. DOI: 10.1016/J.Tws.2016.03.019 |
0.379 |
|
2016 |
Bian G, Peterman KD, Torabian S, Schafer BW. Torsion of cold-formed steel lipped channels dominated by warping response Thin-Walled Structures. 98: 565-577. DOI: 10.1016/J.Tws.2015.10.023 |
0.51 |
|
2016 |
Torabian S, Fratamico DC, Schafer BW. Experimental response of cold-formed steel Zee-section beam-columns Thin-Walled Structures. 98: 496-517. DOI: 10.1016/J.Tws.2015.10.016 |
0.499 |
|
2016 |
Maia WF, Vieira LCM, Schafer BW, Malite M. Experimental and numerical investigation of cold-formed steel double angle members under compression Journal of Constructional Steel Research. 121: 398-412. DOI: 10.1016/J.Jcsr.2016.03.003 |
0.481 |
|
2016 |
Schafer BW, Ayhan D, Leng J, Liu P, Padilla-Llano D, Peterman KD, Stehman M, Buonopane SG, Eatherton M, Madsen R, Manley B, Moen CD, Nakata N, Rogers C, Yu C. Seismic Response and Engineering of Cold-formed Steel Framed Buildings Structures. 8: 197-212. DOI: 10.1016/J.Istruc.2016.05.009 |
0.786 |
|
2016 |
Smith BH, Arwade SR, Schafer BW, Moen CD. Design component and system reliability in a low-rise cold formed steel framed commercial building Engineering Structures. 127: 434-446. DOI: 10.1016/J.Engstruct.2016.08.049 |
0.752 |
|
2015 |
Blum HB, Meimand VZ, Schafer BW. Flexural Bracing Requirements in Axially Loaded Cold-Formed Steel-Framed Walls Practice Periodical On Structural Design and Construction. 20: 4014043. DOI: 10.1061/(Asce)Sc.1943-5576.0000242 |
0.531 |
|
2015 |
Torabian S, Zheng B, Schafer BW. Experimental response of cold-formed steel lipped channel beam-columns Thin-Walled Structures. 89: 152-168. DOI: 10.1016/J.Tws.2014.12.003 |
0.481 |
|
2015 |
Mirzaei A, Sangree RH, Velchev K, Comeau G, Balh N, Rogers CA, Schafer BW. Seismic capacity-based design of narrow strap-braced cold-formed steel walls Journal of Constructional Steel Research. 115: 81-91. DOI: 10.1016/J.Jcsr.2015.08.023 |
0.801 |
|
2015 |
Ayhan D, Schafer BW. Cold-formed steel member bending stiffness prediction Journal of Constructional Steel Research. 115: 148-159. DOI: 10.1016/J.Jcsr.2015.07.004 |
0.532 |
|
2015 |
Buonopane SG, Bian G, Tun TH, Schafer BW. Computationally efficient fastener-based models of cold-formed steel shear walls with wood sheathing Journal of Constructional Steel Research. 110: 137-148. DOI: 10.1016/J.Jcsr.2015.03.008 |
0.481 |
|
2015 |
Zhao X, Tootkaboni M, Schafer BW. Development of a Laser-Based Geometric Imperfection Measurement Platform with Application to Cold-Formed Steel Construction Experimental Mechanics. 55: 1779-1790. DOI: 10.1007/S11340-015-0072-7 |
0.385 |
|
2014 |
Peterman KD, Schafer BW. Sheathed Cold-Formed Steel Studs under Axial and Lateral Load Journal of Structural Engineering-Asce. 140: 4014074. DOI: 10.1061/(Asce)St.1943-541X.0000966 |
0.439 |
|
2014 |
Seif M, Schafer B. Design of Locally Slender Structural Steel Columns Journal of Structural Engineering-Asce. 140: 4013086. DOI: 10.1061/(Asce)St.1943-541X.0000889 |
0.693 |
|
2014 |
Leng J, Li Z, Guest JK, Schafer BW. Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints Thin-Walled Structures. 85: 271-290. DOI: 10.1016/J.Tws.2014.08.014 |
0.346 |
|
2014 |
Ádány S, Schafer BW. Generalized constrained finite strip method for thin-walled members with arbitrary cross-section: Secondary modes, orthogonality, examples Thin-Walled Structures. 84: 123-133. DOI: 10.1016/J.Tws.2014.06.002 |
0.396 |
|
2014 |
Ádány S, Schafer BW. Generalized constrained finite strip method for thin-walled members with arbitrary cross-section: Primary modes Thin-Walled Structures. 84: 150-169. DOI: 10.1016/J.Tws.2014.06.001 |
0.389 |
|
2014 |
Shifferaw Y, Schafer BW. Cold-formed steel lipped and plain angle columns with fixed ends Thin-Walled Structures. 80: 142-152. DOI: 10.1016/J.Tws.2014.03.001 |
0.519 |
|
2014 |
Li Z, Abreu JCB, Leng J, Ádány S, Schafer BW. Review: Constrained finite strip method developments and applications in cold-formed steel design Thin-Walled Structures. 81: 2-18. DOI: 10.1016/J.Tws.2013.09.004 |
0.462 |
|
2014 |
Meimand VZ, Schafer BW. Impact of load combinations on structural reliability determined from testing cold-formed steel components Structural Safety. 48: 25-32. DOI: 10.1016/J.Strusafe.2013.10.006 |
0.407 |
|
2014 |
Szyniszewski ST, Smith BH, Hajjar JF, Schafer BW, Arwade SR. The mechanical properties and modeling of a sintered hollow sphere steel foam Materials and Design. 54: 1083-1094. DOI: 10.1016/J.Matdes.2013.08.045 |
0.437 |
|
2014 |
Peterman KD, Nakata N, Schafer BW. Hysteretic characterization of cold-formed steel stud-to-sheathing connections Journal of Constructional Steel Research. 101: 254-264. DOI: 10.1016/J.Jcsr.2014.05.019 |
0.443 |
|
2014 |
Liu P, Peterman KD, Schafer BW. Impact of construction details on OSB-sheathed cold-formed steel framed shear walls Journal of Constructional Steel Research. 101: 114-123. DOI: 10.1016/J.Jcsr.2014.05.003 |
0.502 |
|
2014 |
Torabian S, Schafer BW. Role of local slenderness in the rotation capacity of structural steel members Journal of Constructional Steel Research. 95: 32-43. DOI: 10.1016/J.Jcsr.2013.11.016 |
0.474 |
|
2013 |
Gong J, Zhang D, Tseng Y, Li B, Wirtz D, Schafer BW. Form-finding model shows how cytoskeleton network stiffness is realized. Plos One. 8: e77417. PMID 24146992 DOI: 10.1371/Journal.Pone.0077417 |
0.319 |
|
2013 |
Meimand VZ, Graham-Brady L, Schafer BW. Imperfection sensitivity and reliability using simple bar-spring models for stability International Journal of Structural Stability and Dynamics. 13. DOI: 10.1142/S0219455412500757 |
0.446 |
|
2013 |
Trautner C, Ojdrovic R, Schafer BW, Jones NP. Anatomy of a Collapse Civil Engineering. 83: 66-71. DOI: 10.1061/Ciegag.0000442 |
0.335 |
|
2013 |
Trautner C, Ojdrovic R, Schafer BW, Jones NP. An investigation of the collapse of the dallas cowboys practice facility Forensic Engineering 2012: Gateway to a Better Tomorrow - Proceedings of the 6th Congress On Forensic Engineering. 1268-1277. DOI: 10.1061/9780784412640.134 |
0.316 |
|
2013 |
Schafer BW, Camotim D. Special Issue on Cold-Formed Steel Structures Journal of Structural Engineering-Asce. 139: 637-639. DOI: 10.1061/(Asce)St.1943-541X.0000820 |
0.484 |
|
2013 |
Vieira LCM, Schafer BW. Behavior and Design of Sheathed Cold-Formed Steel Stud Walls under Compression Journal of Structural Engineering-Asce. 139: 772-786. DOI: 10.1061/(Asce)St.1943-541X.0000731 |
0.485 |
|
2013 |
Li Z, Schafer BW. Constrained Finite Strip Method for Thin-Walled Members with General End Boundary Conditions Journal of Engineering Mechanics-Asce. 139: 1566-1576. DOI: 10.1061/(Asce)Em.1943-7889.0000591 |
0.371 |
|
2013 |
Li Z, Ádány S, Schafer BW. Modal identification for shell finite element models of thin-walled members in nonlinear collapse analysis Thin-Walled Structures. 67: 15-24. DOI: 10.1016/J.Tws.2013.01.019 |
0.455 |
|
2013 |
Moradi M, Arwade SR, Schafer BW. Computational evaluation of limit states of thin-walled channels made from steel foam Thin-Walled Structures. 62: 206-214. DOI: 10.1016/J.Tws.2012.07.007 |
0.425 |
|
2012 |
Lee T, Rammohan AV, Chan A, Tan VB, Das De S, Link TM, Eckstein F, Schafer BW. The susceptibility of the femoral neck to fracture: an assessment incorporating the effects of age-remodeling and stress reduction. Journal of Biomechanics. 45: 931-7. PMID 22326126 DOI: 10.1016/J.Jbiomech.2012.01.021 |
0.304 |
|
2012 |
Junior LCMV, Schafer BW. On the design methods of cold‐formed steel wall studs by the AISI specification Current Opinion in Anesthesiology. 1: 79. DOI: 10.17648/Aco-2238-9377-1-2-2 |
0.399 |
|
2012 |
Maia WF, Vieira LCM, Malite M, Schafer BW. Theoretical and experimental study of cold‐formed steel double angle members under compression Current Opinion in Anesthesiology. 1: 35. DOI: 10.17648/Aco-2238-9377-1-1-3 |
0.399 |
|
2012 |
Shifferaw Y, Schafer BW. Inelastic Bending Capacity of Cold-Formed Steel Members Journal of Structural Engineering-Asce. 138: 468-480. DOI: 10.1061/(Asce)St.1943-541X.0000469 |
0.506 |
|
2012 |
Zeinoddini VM, Schafer BW. Simulation of geometric imperfections in cold-formed steel members using spectral representation approach Thin-Walled Structures. 60: 105-117. DOI: 10.1016/J.Tws.2012.07.001 |
0.366 |
|
2012 |
Szyniszewski S, Smith BH, Hajjar JF, Arwade SR, Schafer BW. Local buckling strength of steel foam sandwich panels Thin-Walled Structures. 59: 11-19. DOI: 10.1016/J.Tws.2012.04.014 |
0.505 |
|
2012 |
Smith BH, Szyniszewski S, Hajjar JF, Schafer BW, Arwade SR. Corrigendum to “Steel foam for structures: A review of applications, manufacturing and material properties” [Journal of Constructional Steel Research 71 (2012) 1–10] Journal of Constructional Steel Research. 72: 276. DOI: 10.1016/J.Jcsr.2012.02.001 |
0.305 |
|
2012 |
Smith BH, Szyniszewski S, Hajjar JF, Schafer BW, Arwade SR. Steel foam for structures: A review of applications, manufacturing and material properties Journal of Constructional Steel Research. 71: 1-10. DOI: 10.1016/J.Jcsr.2011.10.028 |
0.413 |
|
2012 |
Vieira LCM, Schafer BW. Lateral stiffness and strength of sheathing braced cold-formed steel stud walls Engineering Structures. 37: 205-213. DOI: 10.1016/J.Engstruct.2011.12.029 |
0.493 |
|
2011 |
Zeinoddini V, Schafer BW. Global Imperfections And Dimensional Variations In Cold-Formed Steel Members International Journal of Structural Stability and Dynamics. 11: 829-854. DOI: 10.1142/S0219455411004361 |
0.37 |
|
2011 |
Moen CD, Schafer BW. Direct Strength Method for Design of Cold-Formed Steel Columns with Holes Journal of Structural Engineering-Asce. 137: 559-570. DOI: 10.1061/(Asce)St.1943-541X.0000310 |
0.771 |
|
2011 |
Leng J, Guest JK, Schafer BW. Shape optimization of cold-formed steel columns Thin-Walled Structures. 49: 1492-1503. DOI: 10.1016/J.Tws.2011.07.009 |
0.452 |
|
2011 |
Li Z, Hanna MT, Ádány S, Schafer BW. Impact of basis, orthogonalization, and normalization on the constrained Finite Strip Method for stability solutions of open thin-walled members Thin-Walled Structures. 49: 1108-1122. DOI: 10.1016/J.Tws.2011.04.003 |
0.421 |
|
2011 |
Vieira LCM, Shifferaw Y, Schafer BW. Experiments on sheathed cold-formed steel studs in compression Journal of Constructional Steel Research. 67: 1554-1566. DOI: 10.1016/J.Jcsr.2011.03.029 |
0.486 |
|
2011 |
Schafer BW. Cold‐formed steel structures around the world Steel Construction. 4: 141-149. DOI: 10.1002/Stco.201110019 |
0.485 |
|
2010 |
Schafer BW, Li Z, Moen CD. Computational Modeling Of Cold-Formed Steel Thin-Walled Structures. 48: 752-762. DOI: 10.1016/J.Tws.2010.04.008 |
0.756 |
|
2010 |
Vieira LCM, Malite M, Schafer BW. Simplified models for cross-section stress demands on C-section purlins in uplift Thin-Walled Structures. 48: 33-41. DOI: 10.1016/J.Tws.2009.07.009 |
0.406 |
|
2010 |
Li Z, Schafer BW. Application of the finite strip method in cold-formed steel member design Journal of Constructional Steel Research. 66: 971-980. DOI: 10.1016/J.Jcsr.2010.04.001 |
0.484 |
|
2010 |
Seif M, Schafer BW. Local buckling of structural steel shapes Journal of Constructional Steel Research. 66: 1232-1247. DOI: 10.1016/J.Jcsr.2010.03.015 |
0.678 |
|
2009 |
Lee T, Choi JB, Schafer BW, Segars WP, Eckstein F, Kuhn V, Beck TJ. Assessing the susceptibility to local buckling at the femoral neck cortex to age-related bone loss. Annals of Biomedical Engineering. 37: 1910-20. PMID 19585240 DOI: 10.1007/S10439-009-9751-9 |
0.323 |
|
2009 |
Moen CD, Schafer BW. Elastic buckling of thin plates with holes in compression or bending Thin-Walled Structures. 47: 1597-1607. DOI: 10.1016/J.Tws.2009.05.001 |
0.752 |
|
2009 |
Moen CD, Schafer BW. Elastic buckling of cold-formed steel columns and beams with holes Engineering Structures. 31: 2812-2824. DOI: 10.1016/J.Engstruct.2009.07.007 |
0.777 |
|
2009 |
Sangree RH, Schafer BW. Experimental and numerical analysis of a halved and tabled traditional timber scarf joint Construction and Building Materials. 23: 615-624. DOI: 10.1016/J.Conbuildmat.2008.01.015 |
0.789 |
|
2009 |
Sangree RH, Schafer BW. Experimental and numerical analysis of a stop-splayed traditional timber scarf joint with key Construction and Building Materials. 23: 376-385. DOI: 10.1016/J.Conbuildmat.2007.11.004 |
0.788 |
|
2009 |
Tootkaboni M, Graham-Brady L, Schafer BW. Geometrically non-linear behavior of structural systems with random material property: An asymptotic spectral stochastic approach Computer Methods in Applied Mechanics and Engineering. 198: 3173-3185. DOI: 10.1016/J.Cma.2009.05.014 |
0.325 |
|
2008 |
Sangree RH, Schafer BW. Field Experiments and Numerical Models for the Condition Assessment of Historic Timber Bridges: Case Study Journal of Bridge Engineering. 13: 595-601. DOI: 10.1061/(Asce)1084-0702(2008)13:6(595) |
0.771 |
|
2008 |
Moen CD, Igusa T, Schafer BW. Prediction of residual stresses and strains in cold-formed steel members Thin-Walled Structures. 46: 1274-1289. DOI: 10.1016/J.Tws.2008.02.002 |
0.751 |
|
2008 |
Moen CD, Schafer BW. Experiments on cold-formed steel columns with holes Thin-Walled Structures. 46: 1164-1182. DOI: 10.1016/J.Tws.2008.01.021 |
0.761 |
|
2008 |
Caracoglia L, Sangree RH, Jones NP, Schafer BW. Interpretation of full-scale strain data from wind pressures on a low-rise structure Journal of Wind Engineering and Industrial Aerodynamics. 96: 2363-2382. DOI: 10.1016/J.Jweia.2008.04.001 |
0.74 |
|
2008 |
Schafer BW. Review: The Direct Strength Method Of Cold-Formed Steel Member Design Journal of Constructional Steel Research. 64: 766-778. DOI: 10.1016/J.Jcsr.2008.01.022 |
0.427 |
|
2008 |
Ádány S, Schafer BW. A full modal decomposition of thin-walled, single-branched open cross-section members via the constrained finite strip method Journal of Constructional Steel Research. 64: 12-29. DOI: 10.1016/J.Jcsr.2007.04.004 |
0.43 |
|
2007 |
Chodraui GMdBMdB, Shifferaw Y, Malite M, Schafer BW. Estabilidade de cantoneiras de aço formadas a frio submetidas à compressão Rem-Revista Escola De Minas. 60: 355-363. DOI: 10.1590/S0370-44672007000200018 |
0.472 |
|
2007 |
Yu C, Schafer BW. Effect of Longitudinal Stress Gradients on Elastic Buckling of Thin Plates Journal of Engineering Mechanics-Asce. 133: 452-463. DOI: 10.1061/(Asce)0733-9399(2007)133:4(452) |
0.595 |
|
2007 |
Yu C, Schafer BW. Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method Journal of Constructional Steel Research. 63: 581-590. DOI: 10.1016/J.Jcsr.2006.07.008 |
0.64 |
|
2006 |
Schafer BW, Graham-Brady L. Stochastic post-buckling of frames using Koiter's method International Journal of Structural Stability and Dynamics. 6: 333-358. DOI: 10.1142/S0219455406001976 |
0.357 |
|
2006 |
Yu C, Schafer BW. Distortional Buckling Tests on Cold-Formed Steel Beams Journal of Structural Engineering-Asce. 132: 515-528. DOI: 10.1061/(Asce)0733-9445(2006)132:4(515) |
0.649 |
|
2006 |
Schafer BW. Cold-Formed Steel Structures: Special Issue Journal of Structural Engineering-Asce. 132: 495-496. DOI: 10.1061/(Asce)0733-9445(2006)132:4(495) |
0.373 |
|
2006 |
Buonopane SG, Schafer BW. Reliability of Steel Frames Designed with Advanced Analysis Journal of Structural Engineering-Asce. 132: 267-276. DOI: 10.1061/(Asce)0733-9445(2006)132:2(267) |
0.467 |
|
2006 |
Schafer BW, Sarawit A, Peköz T. Complex Edge Stiffeners for Thin-Walled Members Journal of Structural Engineering-Asce. 132: 212-226. DOI: 10.1061/(Asce)0733-9445(2006)132:2(212) |
0.47 |
|
2006 |
Yu C, Schafer BW. Effect of longitudinal stress gradient on the ultimate strength of thin plates Thin-Walled Structures. 44: 787-799. DOI: 10.1016/J.Tws.2006.05.010 |
0.606 |
|
2006 |
Ádány S, Schafer BW. Buckling mode decomposition of single-branched open cross-section members via finite strip method: Application and examples Thin-Walled Structures. 44: 585-600. DOI: 10.1016/J.Tws.2006.03.014 |
0.393 |
|
2006 |
Ádány S, Schafer BW. Buckling mode decomposition of single-branched open cross-section members via finite strip method : Derivation Thin-Walled Structures. 44: 563-584. DOI: 10.1016/J.Tws.2006.03.013 |
0.411 |
|
2005 |
Schafer BW, Bajpai P. Stability degradation and redundancy in damaged structures Engineering Structures. 27: 1642-1651. DOI: 10.1016/J.Engstruct.2005.05.012 |
0.398 |
|
2004 |
Lamar DM, Schafer BW. Structural Analyses of Two Historic Covered Wooden Bridges Journal of Bridge Engineering. 9: 623-633. DOI: 10.1061/(Asce)1084-0702(2004)9:6(623) |
0.399 |
|
2004 |
Liu H, Igusa T, Schafer BW. Knowledge-based global optimization of cold-formed steel columns Thin-Walled Structures. 42: 785-801. DOI: 10.1016/J.Tws.2004.01.001 |
0.333 |
|
2003 |
Schafer BW, McGrath TJ. Buried Corrugated Thermoplastic Pipe: Simulation and Design Transportation Research Record. 1849: 135-141. DOI: 10.3141/1849-15 |
0.383 |
|
2003 |
Yu C, Schafer BW. Local Buckling Tests on Cold-Formed Steel Beams Journal of Structural Engineering-Asce. 129: 1596-1606. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1596) |
0.623 |
|
2003 |
Shama AA, Zarghamee MS, Ojdrovic RP, Schafer BW. Seismic damage evaluation of a steel building using stress triaxiality Engineering Structures. 25: 271-279. DOI: 10.1016/S0141-0296(02)00149-9 |
0.42 |
|
2002 |
Schafer BW. Local, Distortional, and Euler Buckling of Thin-Walled Columns Journal of Structural Engineering-Asce. 128: 289-299. DOI: 10.1061/(Asce)0733-9445(2002)128:3(289) |
0.457 |
|
2002 |
Schafer BW. Three Books for Cold-Formed Steel Design Journal of Structural Engineering-Asce. 128: 1490-1490. DOI: 10.1061/(Asce)0733-9445(2002)128:11(1490) |
0.478 |
|
2002 |
Ye Z, Kettle RJ, Li L, Schafer BW. Buckling behavior of cold-formed zed-purlins partially restrained by steel sheeting Thin-Walled Structures. 40: 853-864. DOI: 10.1016/S0263-8231(02)00029-0 |
0.441 |
|
2000 |
Schafer BW, Ojdrovic RP, Zarghamee MS. Triaxiality and Fracture of Steel Moment Connections Journal of Structural Engineering-Asce. 126: 1131-1139. DOI: 10.1061/(Asce)0733-9445(2000)126:10(1131) |
0.334 |
|
2000 |
Gotluru BP, Schafer BW, Peköz T. Torsion in thin-walled cold-formed steel beams Thin-Walled Structures. 37: 127-145. DOI: 10.1016/S0263-8231(00)00011-2 |
0.488 |
|
1999 |
Schafer BW, Pekoz T. Laterally Braced Cold-Formed Steel Flexural Members With Edge Stiffened Flanges Journal of Structural Engineering-Asce. 125: 118-127. DOI: 10.1061/(Asce)0733-9445(1999)125:2(118) |
0.429 |
|
1998 |
Schafer BW. Discussion: Influence of Bend Radii on Local Buckling in Cold-Formed Shapes Journal of Structural Engineering-Asce. 124: 1498-1499. DOI: 10.1061/(Asce)0733-9445(1998)124:12(1498) |
0.338 |
|
1998 |
Schafer BW, Peköz T. Cold-formed steel members with multiple longitudinal intermediate stiffeners Journal of Structural Engineering-Asce. 124: 1175-1181. DOI: 10.1061/(Asce)0733-9445(1998)124:10(1175) |
0.493 |
|
1998 |
Schafer BW, Grigoriu M, Peköz T. A Probabilistic Examination of the Ultimate Strength of Cold-formed Steel Elements Thin-Walled Structures. 31: 271-288. DOI: 10.1016/S0263-8231(98)00019-6 |
0.489 |
|
1998 |
Schafer BW, Peköz T. Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses Journal of Constructional Steel Research. 47: 193-210. DOI: 10.1016/S0143-974X(98)00007-8 |
0.388 |
|
1997 |
Schafer BW, Peköz T. The behavior and design of longitudinally stiffened thin-walled compression elements Thin-Walled Structures. 27: 65-78. DOI: 10.1016/0263-8231(96)00016-X |
0.478 |
|
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