| 臺大學術典藏 |
2022-03-22T08:25:32Z |
Cyclic behavior of high-strength fiber-reinforced concrete columns under high axial loading level
|
Liao W.-C;Perceka W;Tseng L.-W;Nguyen D.-T.; Liao W.-C; Perceka W; Tseng L.-W; Nguyen D.-T.; WEN-CHENG LIAO |
| 臺大學術典藏 |
2022-03-22T08:28:18Z |
Cyclic behavior of high-strength fiber-reinforced concrete columns under high axial loading level
|
Liao W.-C;Perceka W;Tseng L.-W;Nguyen D.-T.; Liao W.-C; Perceka W; Tseng L.-W; Nguyen D.-T.; WEN-CHENG LIAO |
| 國立臺灣科技大學 |
2006 |
Cyclic behavior of low yield point steel shear walls
|
Chen, S.-J.;Jhang, C. |
| 國立臺灣科技大學 |
2012 |
Cyclic Behavior of Oblong and Rectangular Bridge Columns with Conventional Tie and Multi-Spiral Transverse Reinforcement
|
HUY, NGO SI |
| 國立臺灣科技大學 |
2018 |
Cyclic Behavior of Orthogonally Reinforced Concrete Coupling Beams Confined by Steel Plates
|
Kawatu, Andreas Jaya |
| 國立臺灣科技大學 |
2015 |
Cyclic behavior of precast high-strength reinforced concrete columns
|
Ou, Y.-C.;Alrasyid, H.;Haber, Z.B.;Lee, H.-J. |
| 國立臺灣科技大學 |
2010 |
Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars
|
Ou Y.-C.; Tsai M.-S.; Chang K.-C.; Lee G.C. |
| 臺大學術典藏 |
2010 |
Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars
|
Ou, Yu-Chen;Tsai, Mu-Sen;Chang, Kuo-Chun;Lee, George C.; Ou, Yu-Chen; Tsai, Mu-Sen; Chang, Kuo-Chun; Lee, George C. |
| 國立臺灣大學 |
2010 |
Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars
|
Ou, Yu-Chen; Tsai, Mu-Sen; Chang, Kuo-Chun; Lee, George C. |
| 國立臺灣科技大學 |
2015 |
Cyclic behavior of reinforced concrete beams with corroded longitudinal steel reinforcement
|
Ou, Y.C.;Nguyen, Nguyen N.D. |
| 臺大學術典藏 |
2019-12-24T06:17:34Z |
Cyclic behavior of reinforced concrete beams with corroded longitudinal steel reinforcement
|
Yu-Chen Ou;Nguyen, N.D.;Ou, Y.C.; Ou, Y.C.; Nguyen, N.D.; Yu-Chen Ou |
| 國立臺灣科技大學 |
2014 |
Cyclic behavior of reinforced concrete beams with corroded transverse steel reinforcement
|
Ou, Y.-C.;Chen, H.-H. |
| 臺大學術典藏 |
2019-12-24T06:17:36Z |
Cyclic behavior of reinforced concrete beams with corroded transverse steel reinforcement
|
Yu-Chen Ou;Chen, H.-H.;Ou, Y.-C.; Ou, Y.-C.; Chen, H.-H.; Yu-Chen Ou |
| 國立臺灣科技大學 |
2014 |
Cyclic behavior of reinforced concrete flexural members using high-strength flexural reinforcement
|
Cheng, M.-Y.;Giduquio, M.B. |
| 國立臺灣科技大學 |
2018 |
Cyclic behavior of reinforced concrete L- and T-columns retrofitted from rectangular columns
|
Ou Y.-C.; Truong A.-N. |
| 臺大學術典藏 |
2022-06-21T23:24:50Z |
Cyclic behavior of shear-critical concrete columns with unstressed steel strands as longitudinal reinforcement
|
Yu-Chen Ou; Joju, Jones; Hsu, Wen Chi |
| 國立臺灣科技大學 |
2019 |
Cyclic behavior of squat reinforced concrete walls with openings typical of exterior walls of row houses in Taiwan
|
Ou, Y.-C.;Hoang, L.;Roh, H. |
| 國立成功大學 |
2016-09-01 |
Cyclic behavior of UHPFRC flexural members reinforced with high-strength steel rebar
|
Hung, Chung-Chan; Chueh, Chen-Yu |
| 國立交通大學 |
2019-04-02T05:58:53Z |
Cyclic behavior of wide-flange steel braces with section reinforcement
|
Chen, Chui-Hsin; Sun, Chao-Chen; Juang, Shiang-Yu |
| 國立交通大學 |
2019-09-02T07:46:09Z |
Cyclic behavior of wide-flange steel braces with spliced mid-segment
|
Chen, Chui-Hsin; Ou, Chih-Chun; Yu, Dong-Yin |
| 國立臺灣科技大學 |
2013 |
Cyclic Behaviors of Reinforced Concrete and Hybrid Coupled Shear Wall Systems
|
Fikri, Rijalul |
| 國立臺灣科技大學 |
2012 |
Cyclic Behaviors of Reinforced Concrete Beam Members Using High Strength Flexural Reinforcement
|
THANH, NGUYEN NHAT |
| 國立臺灣科技大學 |
2012 |
Cyclic Behaviors of Reinforced Concrete Coupling Beams With and Without Axial Restraint
|
Halim, Tirta |
| 國立交通大學 |
2014-12-08T15:36:09Z |
Cyclic behaviour of unreinforced and rib-reinforced moment connections
|
Chen, CC; Chen, SW; Chung, MD; Lin, MC |
| 國立臺灣科技大學 |
2019-09 |
CYCLIC BENDING DEGRADATION AND FAILURE OF LOCAL SHARP-DENTED 6061-T6 ALUMINUM ALLOY TUBES WITH DIFFERENT DIAMETER-TO-THICKNESS RATIOS
|
Lee, Kuo-Long;Yu, Shu-Fei;Chen, Yu-An;Pan, Wen-Fung |
