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Chung-Che Chou, Ph.D. - Publications

Affiliations: 
2001 University of California, San Diego, La Jolla, CA 
Area:
Civil Engineering
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45 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2020 Pham D, Chou C. Strong-axis instability of sandwiched buckling restrained braces in a two-story steel X-BRBF: Seismic tests and finite element analyses Thin-Walled Structures. 157: 107011. DOI: 10.1016/J.Tws.2020.107011  0.46
2020 Chou C, Chen G. Lateral cyclic testing and backbone curve development of high-strength steel built-up box columns under axial compression Engineering Structures. 223: 111147. DOI: 10.1016/J.Engstruct.2020.111147  0.451
2020 Chou C, Tseng W, Huang C, Tsuang S, Chang L, Chen Y. A novel steel lever viscoelastic wall with amplified damper force-friction for wind and seismic resistance Engineering Structures. 210: 110362. DOI: 10.1016/J.Engstruct.2020.110362  0.408
2019 Chou C, Hsiao C, Chen Z, Chung P, Pham D. Seismic loading tests of full-scale two-story steel building frames with self-centering braces and buckling-restrained braces Thin-Walled Structures. 140: 168-181. DOI: 10.1016/J.Tws.2019.03.024  0.521
2019 Chou C, Wu S. Cyclic lateral load test and finite element analysis of high-strength concrete-filled steel box columns under high axial compression Engineering Structures. 189: 89-99. DOI: 10.1016/J.Engstruct.2019.03.052  0.464
2018 Chou C, Beato ARO. Gusset design considering buckling forces in frame and brace action directions: Test and finite element analysis of a self-centering braced frame for verification Engineering Structures. 173: 643-655. DOI: 10.1016/J.Engstruct.2018.06.097  0.447
2018 Wang J, Li B, Chou C, Chen L. Cyclic experimental and analytical studies of buckling-restrained braces with various gusset connections Engineering Structures. 163: 38-50. DOI: 10.1016/J.Engstruct.2018.02.008  0.457
2016 Chou CC, Tsai WJ, Chung PT. Development and validation tests of a dual-core self-centering sandwiched buckling-restrained brace (SC-SBRB) for seismic resistance Engineering Structures. 121: 30-41. DOI: 10.1016/J.Engstruct.2016.04.015  0.321
2016 Chou CC, Wu TH, Beato ARO, Chung PT, Chen YC. Seismic design and tests of a full-scale one-story one-bay steel frame with a dual-core self-centering brace Engineering Structures. 111: 435-450. DOI: 10.1016/J.Engstruct.2015.12.007  0.319
2016 Chou CC, Chung PT, Wu TH, Beato ARO. Validation of a steel dual-core self-centering brace (DC-SCB) for seismic resistance: from brace member to one-story one-bay braced frame tests Frontiers of Structural and Civil Engineering. 10: 303-311. DOI: 10.1007/S11709-016-0347-9  0.441
2015 Chou C, Chen Y. Development of Steel Dual-Core Self-Centering Braces: Quasi-Static Cyclic Tests and Finite Element Analyses Earthquake Spectra. 31: 247-272. DOI: 10.1193/082712Eqs272M  0.404
2014 Chou C, Chung P, Chen Y. Seismic Performance and Application of Sandwiched Buckling-Restrained Braces and Dual-Core Self-Centering Braces Journal of Engineering and Technological Sciences. 46: 361-367. DOI: 10.5614/J.Eng.Technol.Sci.2014.46.4.1  0.437
2014 Chou C, Chung P. Development of cross-anchored dual-core self-centering braces for seismic resistance Journal of Constructional Steel Research. 101: 19-32. DOI: 10.1016/J.Jcsr.2014.04.035  0.479
2014 Chou C, Chen Y, Pham D, Truong V. Steel braced frames with dual-core SCBs and sandwiched BRBs: Mechanics, modeling and seismic demands Engineering Structures. 72: 26-40. DOI: 10.1016/J.Engstruct.2014.04.022  0.469
2013 Chou C, Lo S, Liou G. Internal flange stiffened moment connections with low-damage capability under seismic loading Journal of Constructional Steel Research. 87: 38-47. DOI: 10.1016/J.Jcsr.2013.04.005  0.515
2013 Chou C, Chen Y. Push-off strength of steel girder to fiber-reinforced polymer deck connections Journal of Constructional Steel Research. 81: 138-148. DOI: 10.1016/J.Jcsr.2012.11.010  0.489
2012 Chou C, Liu J. Frame and Brace Action Forces on Steel Corner Gusset Plate Connections in Buckling-Restrained Braced Frames Earthquake Spectra. 28: 531-551. DOI: 10.1193/1.4000007  0.444
2012 Chou C, Liou G, Yu J. Compressive behavior of dual-gusset-plate connections for buckling-restrained braced frames Journal of Constructional Steel Research. 76: 54-67. DOI: 10.1016/J.Jcsr.2012.03.003  0.483
2012 Chou C, Liu J, Pham D. Steel buckling‐restrained braced frames with single and dual corner gusset connections: seismic tests and analyses Earthquake Engineering & Structural Dynamics. 41: 1137-1156. DOI: 10.1002/Eqe.1176  0.466
2011 Chou C, Chen J. Development of floor slab for steel post-tensioned self-centering moment frames Journal of Constructional Steel Research. 67: 1621-1635. DOI: 10.1016/J.Jcsr.2011.04.006  0.495
2011 Chou C, Chen J. Analytical model validation and influence of column bases for seismic responses of steel post-tensioned self-centering MRF systems Engineering Structures. 33: 2628-2643. DOI: 10.1016/J.Engstruct.2011.05.011  0.455
2011 Chou C, Chen J. Seismic tests of post-tensioned self-centering building frames with column and slab restraints Frontiers of Structural and Civil Engineering. 5: 323-334. DOI: 10.1007/S11709-011-0119-5  0.451
2011 Chou C, Chen J. Seismic design and shake table tests of a steel post‐tensioned self‐centering moment frame with a slab accommodating frame expansion Earthquake Engineering & Structural Dynamics. 40: 1241-1261. DOI: 10.1002/Eqe.1086  0.475
2010 Chou CC, Jao CK. Seismic rehabilitation of welded steel beam-to-box column connections utilizing internal flange stiffeners Earthquake Spectra. 26: 927-950. DOI: 10.1193/1.3480275  0.498
2010 Chou C, Chen J. Tests and analyses of a full-scale post-tensioned RCS frame subassembly Journal of Constructional Steel Research. 66: 1354-1365. DOI: 10.1016/J.Jcsr.2010.04.013  0.512
2010 Chou C, Chen S. Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces Engineering Structures. 32: 2108-2121. DOI: 10.1016/J.Engstruct.2010.03.014  0.486
2010 Chou CC, Tsai KC, Wang YY, Jao CK. Seismic rehabilitation performance of steel side plate moment connections Journal of the Chinese Institute of Civil and Hydraulic Engineering. 22: 85-97. DOI: 10.1002/Eqe.931  0.514
2009 Chou C, Lai Y. Post-tensioned self-centering moment connections with beam bottom flange energy dissipators Journal of Constructional Steel Research. 65: 1931-1941. DOI: 10.1016/J.Jcsr.2009.06.002  0.5
2009 Chou C, Chen P. Compressive behavior of central gusset plate connections for a buckling-restrained braced frame Journal of Constructional Steel Research. 65: 1138-1148. DOI: 10.1016/J.Jcsr.2008.11.004  0.475
2009 Chou C, Chen J. Column restraint in post‐tensioned self‐centering moment frames Earthquake Engineering & Structural Dynamics. 39: 751-774. DOI: 10.1002/Eqe.972  0.442
2009 Weng Y, Tsai K, Chen P, Chou C, Chan Y, Jhuang S, Wang Y. Seismic performance evaluation of a 34-story steel building retrofitted with response modification elements Earthquake Engineering & Structural Dynamics. 38: 759-781. DOI: 10.1002/Eqe.865  0.498
2009 Chou CC, Tsai KC, Yang WC. Self-centering steel connections with steel bars and a discontinuous composite slab Earthquake Engineering and Structural Dynamics. 38: 403-422. DOI: 10.1002/Eqe.856  0.505
2008 Chou C, Wang Y, Chen J. Seismic design and behavior of post-tensioned steel connections including effects of a composite slab Engineering Structures. 30: 3014-3023. DOI: 10.1016/J.Engstruct.2008.04.013  0.486
2008 Chou C, Hsu C. Hysteretic model development and seismic response of unbonded post-tensioned precast CFT segmental bridge columns Earthquake Engineering & Structural Dynamics. 37: 919-934. DOI: 10.1002/Eqe.796  0.451
2008 Tsai K, Chou C, Lin C, Chen P, Jhang S. Seismic self‐centering steel beam‐to‐column moment connections using bolted friction devices Earthquake Engineering & Structural Dynamics. 37: 627-645. DOI: 10.1002/Eqe.779  0.494
2007 Chou CC, Uang CM. Effects of continuity plate and transverse reinforcement on cyclic behavior of SRC moment connections Journal of Structural Engineering. 133: 96-104. DOI: 10.1061/(Asce)0733-9445(2007)133:1(96)  0.659
2007 Chou C, Wu C. Performance evaluation of steel reduced flange plate moment connections Earthquake Engineering & Structural Dynamics. 36: 2083-2097. DOI: 10.1002/Eqe.714  0.504
2006 Chou CC, Chen JH, Chen YC, Tsai KC. Evaluating performance of post-tensioned steel connections with strands and reduced flange plates Earthquake Engineering and Structural Dynamics. 35: 1167-1185. DOI: 10.1002/Eqe.579  0.552
2006 Chou C, Chen Y. Cyclic tests of post‐tensioned precast CFT segmental bridge columns with unbonded strands Earthquake Engineering & Structural Dynamics. 35: 159-175. DOI: 10.1002/Eqe.512  0.451
2005 Uang CM, Seible F, McDaniel C, Chou CC. Performance evaluation of shear links and orthotropic bridge deck panels for the new San Francisco-Oakland Bay Bridge Earthquake Engineering and Structural Dynamics. 34: 393-408. DOI: 10.1002/Eqe.446  0.636
2003 Chou CC, Uang CM. A procedure for evaluating seismic energy demand of framed structures Earthquake Engineering and Structural Dynamics. 32: 229-244. DOI: 10.1002/Eqe.221  0.575
2002 Chou CC, Uang CM. Cyclic performance of a type of steel beam to steel-encased reinforced concrete column moment connection Journal of Constructional Steel Research. 58: 637-663. DOI: 10.1016/S0143-974X(01)00089-X  0.664
2002 Chou CC, Tsai KC. Plasticity-fibre model for steel triangular plate energy dissipating devices Earthquake Engineering and Structural Dynamics. 31: 1643-1655. DOI: 10.1002/Eqe.180  0.374
2001 Amin NR, Uzarski J, Uang CM, Chou CC, Meyer JD, Wu SM, Chen IJ, Heintz JA, Poland CD. Performance of structures Earthquake Spectra. 17: 81. DOI: 10.1193/1.1586195  0.53
2000 Chou CC, Uang CM. Establishing absorbed energy spectra - An attenuation approach Earthquake Engineering and Structural Dynamics. 29: 1441-1455. DOI: 10.1002/1096-9845(200010)29:10<1441::Aid-Eqe967>3.0.Co;2-E  0.558
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