Year |
Citation |
Score |
2020 |
Liu X, Wang Y, Cui X, Yu C, Bai Z. Seismic performance of bolted beam-to-column connection with rib-stiffened splicing plate Journal of Constructional Steel Research. 174: 106300. DOI: 10.1016/J.Jcsr.2020.106300 |
0.473 |
|
2020 |
Zhang A, Liu X, Wang Y, Shang Z, Yu C, Bai Z. Seismic behavior of an X-deployed cable-braced bolt-assembly steel frame Journal of Constructional Steel Research. 170: 106132. DOI: 10.1016/J.Jcsr.2020.106132 |
0.49 |
|
2020 |
Song L, Yan W, Zhang X, Yu C, Xie Z. Feasibility research on the application of self-piercing riveted connection in cold-formed steel structures Journal of Constructional Steel Research. 168: 105957. DOI: 10.1016/J.Jcsr.2020.105957 |
0.445 |
|
2020 |
Liu X, Feng S, Shang Z, Yu C, Bai Z. Performance of prestressed T-type self-centering energy-dissipation brace Engineering Structures. 223: 111174. DOI: 10.1016/J.Engstruct.2020.111174 |
0.389 |
|
2020 |
Zhang J, Li X, Cao W, Yu C. Seismic behavior of composite shear walls incorporating high-strength materials and CFST boundary elements Engineering Structures. 220: 110994. DOI: 10.1016/J.Engstruct.2020.110994 |
0.535 |
|
2020 |
Zhao Q, Qiu J, Zhao Y, Yu C. Estimating Fundamental Period of Corrugated Steel Plate Shear Walls Ksce Journal of Civil Engineering. 1-11. DOI: 10.1007/S12205-020-2305-2 |
0.523 |
|
2019 |
Yan W, Mu T, Xie Z, Yu C. Experimental investigation of typical connections for fabricated cold-formed steel structures: Advances in Structural Engineering. 22: 141-155. DOI: 10.1177/1369433218781901 |
0.517 |
|
2019 |
Zhang W, Yu C, Mahdavian M. Seismic Performance of Cold-Formed Steel Shear Walls Using Corrugated Sheathing with Slits Journal of Structural Engineering-Asce. 145: 4019014. DOI: 10.1061/(Asce)St.1943-541X.0002284 |
0.524 |
|
2019 |
Liu XC, Cui FY, Zhan XX, Yu C, Jiang ZQ. Seismic performance of bolted connection of H-beam to HSS-column with web end-plate Journal of Constructional Steel Research. 156: 167-181. DOI: 10.1016/J.Jcsr.2019.01.024 |
0.516 |
|
2019 |
Song L, Yan W, Yu C, Xie Z, Tan Q. Flexural behavior investigation of the CFS truss beams with self-piercing riveted connection Journal of Constructional Steel Research. 156: 28-45. DOI: 10.1016/J.Jcsr.2019.01.014 |
0.462 |
|
2019 |
Zhang J, Li X, Cao W, Yu C. Cyclic behavior of steel tube-reinforced high-strength concrete composite columns with high-strength steel bars Engineering Structures. 189: 565-579. DOI: 10.1016/J.Engstruct.2019.04.006 |
0.506 |
|
2019 |
Zhao J, Sun K, Yu C, Wang J. Tests and direct strength design on cold-formed steel channel beams with web holes Engineering Structures. 184: 434-446. DOI: 10.1016/J.Engstruct.2019.01.062 |
0.462 |
|
2019 |
Zhao J, Yu C. Experimental Study and Numerical Simulation of G550 High Strength Cold-Formed Steel Z-Section Members Under Pure Bending and Moment Gradient International Journal of Steel Structures. 19: 366-380. DOI: 10.1007/S13296-018-0118-7 |
0.492 |
|
2018 |
Zhang J, Zheng W, Yu C, Cao W. Shaking table test of reinforced concrete coupled shear walls with single layer of web reinforcement and inclined steel bars Advances in Structural Engineering. 21: 2282-2298. DOI: 10.1177/1369433218772350 |
0.507 |
|
2018 |
Qiu J, Zhao Q, Yu C, Li Z. Experimental Studies on Cyclic Behavior of Corrugated Steel Plate Shear Walls Journal of Structural Engineering-Asce. 144: 4018200. DOI: 10.1061/(Asce)St.1943-541X.0002165 |
0.512 |
|
2018 |
Yu C, Zhang W, Yu G, Wang J. Cold-Formed Steel Shear Wall Using Corrugated Steel Sheathing with Slits Journal of Structural Engineering-Asce. 144: 4018111. DOI: 10.1061/(Asce)St.1943-541X.0002097 |
0.538 |
|
2018 |
Xu L, Zhang S, Yu C. Determination of equivalent rigidities of cold-formed steel floor systems for vibration analysis, Part II: evaluation of the fundamental frequency Thin-Walled Structures. 132: 1-15. DOI: 10.1016/J.Tws.2018.08.002 |
0.36 |
|
2018 |
Xie Z, Yan W, Yu C, Mu T, Song L. Experimental investigation of cold-formed steel shear walls with self-piercing riveted connections Thin-Walled Structures. 131: 1-15. DOI: 10.1016/J.Tws.2018.06.028 |
0.529 |
|
2018 |
Xie Z, Yan W, Yu C, Mu T, Song L. Improved shear strength design of cold-formed steel connection with single self-piercing rivet Thin-Walled Structures. 131: 708-717. DOI: 10.1016/J.Tws.2018.03.025 |
0.529 |
|
2018 |
Zhang W, Mahdavian M, Yu C. Different slit configuration in corrugated sheathing of cold-formed steel shear wall Journal of Constructional Steel Research. 150: 430-441. DOI: 10.1016/J.Jcsr.2018.08.035 |
0.573 |
|
2018 |
Zhang W, Mahdavian M, Yu C. Lateral strength and deflection of cold-formed steel shear walls using corrugated sheathing Journal of Constructional Steel Research. 148: 399-408. DOI: 10.1016/J.Jcsr.2018.06.009 |
0.595 |
|
2018 |
Xie Z, Yan W, Yu C, Mu T, Song L. Tensile capacity of self-piercing rivet connections in thin-walled steel structures Journal of Constructional Steel Research. 144: 211-220. DOI: 10.1016/J.Jcsr.2018.01.022 |
0.498 |
|
2017 |
Yu C, Vora H. A pilot study on cold-formed steel framed shear wall assemblies with corrugated sheathing International Journal of Structural Engineering. 8: 272. DOI: 10.1504/Ijstructe.2017.10007508 |
0.584 |
|
2017 |
Yang Q, Lu X, Yu C, Gu D. Experimental study and finite element analysis of energy dissipating outriggers Advances in Structural Engineering. 20: 1196-1209. DOI: 10.1177/1369433216677122 |
0.33 |
|
2017 |
Zhang W, Mahdavian M, Li Y, Yu C. Seismic Performance Evaluation of Cold-Formed Steel Shear Walls Using Corrugated Steel Sheathing Journal of Structural Engineering-Asce. 143: 4017151. DOI: 10.1061/(Asce)St.1943-541X.0001891 |
0.524 |
|
2017 |
Yu C, Yousof M, Mahdavian M, Zhang W. Design of Cold-Formed Steel Clip Angles in Compression Journal of Structural Engineering-Asce. 143: 4017030. DOI: 10.1061/(Asce)St.1943-541X.0001767 |
0.473 |
|
2017 |
Zhang W, Mahdavian M, Li Y, Yu C. Experiments and Simulations of Cold-Formed Steel Wall Assemblies Using Corrugated Steel Sheathing Subjected to Shear and Gravity Loads Journal of Structural Engineering-Asce. 143: 4016193. DOI: 10.1061/(Asce)St.1943-541X.0001681 |
0.554 |
|
2017 |
Yan W, Xie Z, Yu C, Song L, He H. Experimental Investigation and Design Method for the Shear Strength of Self-Piercing Rivet Connections in Thin-Walled Steel Structures Journal of Constructional Steel Research. 133: 231-240. DOI: 10.1016/J.Jcsr.2017.02.022 |
0.529 |
|
2016 |
Zhang J, Dong H, Cao W, Yu C, Chi Y. Shaking Table Tests of Low-Rise Shear Walls Made of Recycled Aggregate Concrete Structural Engineering International. 26: 62-73. DOI: 10.2749/101686616X14480232444441 |
0.475 |
|
2016 |
Yu C, Yu G. Experimental Investigation of Cold-Formed Steel Framed Shear Wall Using Corrugated Steel Sheathing with Circular Holes Journal of Structural Engineering-Asce. 142: 4016126. DOI: 10.1061/(Asce)St.1943-541X.0001609 |
0.565 |
|
2016 |
Yu C, Yousof M, Mahdavian M, Zhang W. Behavior and Design of Thin-Walled Cold-Formed Steel Clip Angles Subjected to Shear Load Journal of Structural Engineering-Asce. 142: 4016040-4016040. DOI: 10.1061/(Asce)St.1943-541X.0001493 |
0.538 |
|
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 |
0.72 |
|
2016 |
Lu X, Xie L, Yu C. Development and application of a simplified model for the design of a super-tall mega-braced frame-core tube building Engineering Structures. 110: 116-126. DOI: 10.1016/J.Engstruct.2015.11.039 |
0.379 |
|
2015 |
Yu C, Li C. Behavior and Strength of Cold-Formed Steel Shear Walls using Composite Panels Advances in Structural Engineering. 18: 1063-1070. DOI: 10.1260/1369-4332.18.7.1063 |
0.538 |
|
2015 |
Tian HW, Li YQ, Yu C. Testing of steel sheathed cold-formed steel trussed shear walls Thin-Walled Structures. 94: 280-292. DOI: 10.1016/J.Tws.2015.04.009 |
0.55 |
|
2014 |
Ahmadi M, Zhang H, Yu C, Wahrmund J. Determining elastic and shear moduli of cold-formed steel at elevated temperatures using a new sonic resonance method Nondestructive Testing and Evaluation. 29: 1-13. DOI: 10.1080/10589759.2013.823609 |
0.349 |
|
2014 |
Yanagi N, Yu C. Effective Strip Method for the Design of Cold-Formed Steel Framed Shear Wall with Steel Sheet Sheathing Journal of Structural Engineering-Asce. 140: 4013101. DOI: 10.1061/(Asce)St.1943-541X.0000870 |
0.527 |
|
2014 |
Balh N, Dabreo J, Ong-Tone C, El-Saloussy K, Yu C, Rogers CA. Design of steel sheathed cold-formed steel framed shear walls Thin-Walled Structures. 75: 76-86. DOI: 10.1016/J.Tws.2013.10.023 |
0.549 |
|
2014 |
Zhang J, Cao W, Meng S, Yu C, Dong H. Shaking table experimental study of recycled concrete frame-shear wall structures Earthquake Engineering and Engineering Vibration. 13: 257-267. DOI: 10.1007/S11803-014-0228-Y |
0.49 |
|
2013 |
Yu C, Xu K. Shear Strength of a Cold-Formed Steel Sheet in Bolted Connections Using Oversized Holes Journal of Structural Engineering-Asce. 139: 860-864. DOI: 10.1061/(Asce)St.1943-541X.0000561 |
0.518 |
|
2013 |
Yu C, Panyanouvong MX. Bearing strength of cold-formed steel bolted connections with a gap Thin-Walled Structures. 67: 110-115. DOI: 10.1016/J.Tws.2013.01.015 |
0.511 |
|
2013 |
León DD, Reyes A, Yu C. Probabilistic assessment of connections for steel buildings on seismic zones Journal of Constructional Steel Research. 88: 15-20. DOI: 10.1016/J.Jcsr.2013.04.003 |
0.406 |
|
2012 |
Law K, Zhao Y, Yan W, Yu C. Simplified Method for Critical Elastic Distortional Buckling of Cold-Formed Steel C and Z Sections Advances in Structural Engineering. 15: 2013-2019. DOI: 10.1260/1369-4332.15.12.2013 |
0.436 |
|
2012 |
Yu C. Cold-formed steel flexural member with edge stiffened holes: Behavior, optimization, and design Journal of Constructional Steel Research. 71: 210-218. DOI: 10.1016/J.Jcsr.2011.09.008 |
0.434 |
|
2011 |
Yu C, Xu K, Sheerah I. Bearing Strength of Cold-Formed Steel Bolted Connections Using Oversized Holes without Washers Journal of Structural Engineering-Asce. 137: 156-159. DOI: 10.1061/(Asce)St.1943-541X.0000270 |
0.496 |
|
2011 |
Yu C, Yan W. Effective Width Method for determining distortional buckling strength of cold-formed steel flexural C and Z sections Thin-Walled Structures. 49: 233-238. DOI: 10.1016/J.Tws.2010.11.006 |
0.42 |
|
2011 |
Yu C, Chen Y. Detailing recommendations for 1.83 m wide cold-formed steel shear walls with steel sheathing Journal of Constructional Steel Research. 67: 93-101. DOI: 10.1016/J.Jcsr.2010.07.009 |
0.52 |
|
2010 |
Yu C. Distortional buckling of cold-formed steel shear wall studs under uplift force Journal of Structural Engineering. 136: 317-323. DOI: 10.1061/(Asce)St.1943-541X.129 |
0.485 |
|
2010 |
Yu C. Shear resistance of cold-formed steel framed shear walls with 0.686 mm, 0.762 mm, and 0.838 mm steel sheet sheathing Engineering Structures. 32: 1522-1529. DOI: 10.1016/J.Engstruct.2010.01.029 |
0.556 |
|
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) |
0.606 |
|
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 |
0.653 |
|
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) |
0.669 |
|
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 |
0.616 |
|
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) |
0.634 |
|
Show low-probability matches. |