Year |
Citation |
Score |
2018 |
Ou Y, Pratiwi AY, Song J. Pseudodynamic Testing and Inelastic Displacement Ratios of Self-Centering Precast Concrete Segmental Bridge Columns Journal of Structural Engineering-Asce. 144: 4018158. DOI: 10.1061/(Asce)St.1943-541X.0002161 |
0.49 |
|
2017 |
Zhou Y, Ou Y, Lee GC. Bond-slip responses of stainless reinforcing bars in grouted ducts Engineering Structures. 141: 651-665. DOI: 10.1016/J.Engstruct.2017.03.049 |
0.696 |
|
2017 |
Han Q, Zhou Y, Ou Y, Du X. Seismic behavior of reinforced concrete sacrificial exterior shear keys of highway bridges Engineering Structures. 139: 59-70. DOI: 10.1016/J.Engstruct.2017.02.034 |
0.498 |
|
2017 |
Ou Y, Canseco HA, Kurniawan DP. Anchorage performance of headed deformed bars in exterior beam-column joints under cyclic loading Ksce Journal of Civil Engineering. 21: 2837-2849. DOI: 10.1007/S12205-017-1868-Z |
0.5 |
|
2016 |
Ou YC, Ngo SH. Discrete shear strength of two-and seven-circular-hoop and spiral transverse reinforcement Aci Structural Journal. 113: 227-238. DOI: 10.14359/51688058 |
0.41 |
|
2016 |
Ou YC, Ngo SH. Discrete computational shear strength models for 5-, 6-, and 11-circular-hoop and spiral transverse reinforcement Advances in Structural Engineering. 19: 23-37. DOI: 10.1177/1369433215622876 |
0.386 |
|
2016 |
Bu ZY, Ou YC, Song JW, Lee GC. Hysteretic modeling of unbonded posttensioned precast bridge columns with circular section based on cyclic loading test Journal of Bridge Engineering. 21. DOI: 10.1061/(Asce)Be.1943-5592.0000902 |
0.64 |
|
2016 |
Bu ZY, Ou YC, Song JW, Zhang NS, Lee GC. Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section Journal of Bridge Engineering. 21. DOI: 10.1061/(Asce)Be.1943-5592.0000807 |
0.681 |
|
2016 |
Ou YC, Nguyen ND. Modified axial-shear-flexure interaction approaches for uncorroded and corroded reinforced concrete beams Engineering Structures. 128: 44-54. DOI: 10.1016/J.Engstruct.2016.09.031 |
0.49 |
|
2016 |
Ou YC, Nguyen ND. Influences of location of reinforcement corrosion on seismic performance of corroded reinforced concrete beams Engineering Structures. 126: 210-223. DOI: 10.1016/J.Engstruct.2016.07.048 |
0.459 |
|
2016 |
Ou YC, Susanto YTT, Roh H. Tensile behavior of naturally and artificially corroded steel bars Construction and Building Materials. 103: 93-104. DOI: 10.1016/J.Conbuildmat.2015.10.075 |
0.419 |
|
2015 |
Ou YC, Alrasyid H, Haber ZB, Lee HJ. Cyclic behavior of precast high-strength reinforced concrete columns Aci Structural Journal. 112: 839-850. DOI: 10.14359/51687911 |
0.522 |
|
2015 |
Ou Y, Ngo S, Roh H, Yin SY, Wang J, Wang P. Seismic performance of concrete columns with innovative seven- and eleven-spiral reinforcement Aci Structural Journal. 112: 579-592. DOI: 10.14359/51687706 |
0.516 |
|
2015 |
Ou Y, Kurniawan DP. Shear Behavior of Reinforced Concrete Columns with High-Strength Steel and Concrete Aci Structural Journal. 112: 35-46. DOI: 10.14359/51686822 |
0.497 |
|
2015 |
Hsiao FP, Oktavianus Y, Ou YC, Luu CH, Hwang SJ. A pushover seismic analysis and retrofitting method applied to low-rise RC school buildings Advances in Structural Engineering. 18: 311-324. DOI: 10.1260/1369-4332.18.3.311 |
0.426 |
|
2015 |
Ou YC, Tran NM, Chen CC, Lee HJ. Panel zone shear behavior of through-flange connections for steel beams to circular concrete-filled steel tubular columns Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001187 |
0.54 |
|
2015 |
Lee H, Ou Y, Roh H, Lee JS. Simplified model and seismic response of integrated nuclear containment system based on frequency adaptive lumped-mass stick modeling approach Ksce Journal of Civil Engineering. 19: 1757-1766. DOI: 10.1007/S12205-014-1295-3 |
0.311 |
|
2014 |
Ou Y, Kurniawan DP. Effect of Axial Compression on Shear Behavior of High-Strength Reinforced Concrete Columns Aci Structural Journal. 112: 209-220. DOI: 10.14359/51687300 |
0.484 |
|
2014 |
Ou Y, Nguyen ND. Plastic Hinge Length of Corroded Reinforced Concrete Beams Aci Structural Journal. 111: 1049-1058. DOI: 10.14359/51687026 |
0.391 |
|
2014 |
Ou Y, Ngo S, Yin SY, Wang J, Wang P. Shear behavior of oblong bridge columns with innovative seven-spiral transverse reinforcement Aci Structural Journal. 111: 1339-1350. DOI: 10.14359/51686873 |
0.519 |
|
2014 |
Ou Y, Chen H. Cyclic Behavior of Reinforced Concrete Beams with Corroded Transverse Steel Reinforcement Journal of Structural Engineering-Asce. 140: 4014050. DOI: 10.1061/(Asce)St.1943-541X.0000932 |
0.433 |
|
2014 |
Ou Y, Song J, Wang P, Adidharma L, Chang K, Lee GC. Ground Motion Duration Effects on Hysteretic Behavior of Reinforced Concrete Bridge Columns Journal of Structural Engineering. 140: 04013065. DOI: 10.1061/(Asce)St.1943-541X.0000856 |
0.643 |
|
2014 |
Roh H, Ou Y, Kim J, Kim W. Effect of yielding level and post-yielding stiffness ratio of ED bars on seismic performance of PT rocking bridge piers Engineering Structures. 81: 454-463. DOI: 10.1016/J.Engstruct.2014.10.005 |
0.477 |
|
2013 |
Bu Z, Ou Y. Simplified Analytical Pushover Method for Precast Segmental Concrete Bridge Columns Advances in Structural Engineering. 16: 805-822. DOI: 10.1260/1369-4332.16.5.805 |
0.563 |
|
2013 |
Ou Y, Oktavianus Y, Tsai M. An Emulative Precast Segmental Concrete Bridge Column for Seismic Regions Earthquake Spectra. 29: 1441-1457. DOI: 10.1193/082511Eqs205M |
0.462 |
|
2013 |
Wu T, Ou Y, Yin SY, Wang J, Wang P, Ngo S. Behavior of oblong and rectangular bridge columns with conventional tie and multi-spiral transverse reinforcement under combined axial and flexural loads Journal of the Chinese Institute of Engineers. 36: 980-993. DOI: 10.1080/02533839.2012.747047 |
0.547 |
|
2013 |
Chou J, Ou Y, Cheng M, Lee C. Emergency shelter capacity estimation by earthquake damage analysis Natural Hazards. 65: 2031-2061. DOI: 10.1007/S11069-012-0461-5 |
0.349 |
|
2013 |
Ou Y, Fan H, Nguyen ND. Long‐term seismic performance of reinforced concrete bridges under steel reinforcement corrosion due to chloride attack Earthquake Engineering & Structural Dynamics. 42: 2113-2127. DOI: 10.1002/Eqe.2316 |
0.464 |
|
2012 |
Ou Y, Kurniawan RA, Kurniawan DP, Nguyen ND. Plastic hinge length of circular reinforced concrete columns Computers and Concrete. 10: 663-681. DOI: 10.12989/Cac.2012.10.6.663 |
0.512 |
|
2012 |
Ou Y, Tsai L, Chen H. Cyclic performance of large‐scale corroded reinforced concrete beams Earthquake Engineering & Structural Dynamics. 41: 593-604. DOI: 10.1002/Eqe.1145 |
0.492 |
|
2010 |
Lee GC, Ou Y, Niu T, Song J, Liang Z. Characterization of a Roller Seismic Isolation Bearing with Supplemental Energy Dissipation for Highway Bridges Journal of Structural Engineering-Asce. 136: 502-510. DOI: 10.1061/(Asce)St.1943-541X.0000136 |
0.605 |
|
2010 |
Ou Y, Wang P, Tsai M, Chang K, Lee GC. Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions Journal of Structural Engineering-Asce. 136: 255-264. DOI: 10.1061/(Asce)St.1943-541X.0000110 |
0.689 |
|
2010 |
Ou Y, Tsai M, Chang K, Lee GC. Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars Earthquake Engineering & Structural Dynamics. 39: 1181-1198. DOI: 10.1002/Eqe.986 |
0.686 |
|
2010 |
Ou YC, Song J, Lee GC. A parametric study of seismic behavior of roller seismic isolation bearings for highway bridges Earthquake Engineering and Structural Dynamics. 39: 541-559. DOI: 10.1002/Eqe.958 |
0.596 |
|
2008 |
Wang J, Ou Y, Chang K, Lee GC. Large‐scale seismic tests of tall concrete bridge columns with precast segmental construction Earthquake Engineering & Structural Dynamics. 37: 1449-1465. DOI: 10.1002/Eqe.824 |
0.682 |
|
2007 |
Ou YC, Chiewanichakorn M, Aref AJ, Lee GC. Seismic performance of segmental precast unbonded posttensioned concrete bridge columns Journal of Structural Engineering. 133: 1636-1647. DOI: 10.1061/(Asce)0733-9445(2007)133:11(1636) |
0.662 |
|
2006 |
Ou Y, Chiewanichakorn M, Ahn I, Aref AJ, Chen SS, Filiatrault A, Lee GC. Cyclic Performance of Precast Concrete Segmental Bridge Columns: Simplified Analytical and Finite Element Studies Transportation Research Record. 1976: 66-74. DOI: 10.3141/1976-10 |
0.639 |
|
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