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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