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Showing items 1-10 of 17 (2 Page(s) Totally)
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| 臺大學術典藏 |
2022-03-22T08:28:20Z |
Expected maximum moment of multi-spiral columns
|
Ngo S.-H;Ou Y.-C.; Ngo S.-H; Ou Y.-C.; Yu-Chen Ou |
| 臺大學術典藏 |
2022-03-22T08:28:20Z |
Expected maximum moment of multi-spiral columns
|
Ngo S.-H;Ou Y.-C.; Ngo S.-H; Ou Y.-C.; Yu-Chen Ou |
| 臺大學術典藏 |
2022-03-22T08:28:19Z |
Shear Strength Model for Reinforced Concrete Bridge Columns with Multispiral Transverse Reinforcement
|
Ngo S.-H;Ou Y.-C;Nguyen V.-D.; Ngo S.-H; Ou Y.-C; Nguyen V.-D.; Yu-Chen Ou |
| 臺大學術典藏 |
2022-03-22T08:28:19Z |
Shear Strength Model for Reinforced Concrete Bridge Columns with Multispiral Transverse Reinforcement
|
Ngo S.-H;Ou Y.-C;Nguyen V.-D.; Ngo S.-H; Ou Y.-C; Nguyen V.-D.; Yu-Chen Ou |
| 臺大學術典藏 |
2022-03-22T08:25:34Z |
Expected maximum moment of multi-spiral columns
|
Ngo S.-H;Ou Y.-C.; Ngo S.-H; Ou Y.-C.; Yu-Chen Ou |
| 臺大學術典藏 |
2022-03-22T08:25:33Z |
Shear Strength Model for Reinforced Concrete Bridge Columns with Multispiral Transverse Reinforcement
|
Ngo S.-H;Ou Y.-C;Nguyen V.-D.; Ngo S.-H; Ou Y.-C; Nguyen V.-D.; Yu-Chen Ou |
| 臺大學術典藏 |
2019-12-24T06:17:37Z |
Behavior of oblong and rectangular bridge columns with conventional tie and multi-spiral transverse reinforcement under combined axial and flexural loads
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Yu-Chen Ou;Ngo, S.-H.;Wang, P.-H.;Wang, J.-C.;Yen-Liang Yin, S.;Ou, Y.-C.;Wu, T.-L.; Wu, T.-L.; Ou, Y.-C.; Yen-Liang Yin, S.; Wang, J.-C.; Wang, P.-H.; Ngo, S.-H.; Yu-Chen Ou |
| 國立臺灣科技大學 |
2019 |
Feasibility of producing unfired four-hole hollow bricks from blended cement-fly ash-chippings under coupled-static forming pressure
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Huynh, T.-P.;Do, N.-D.;Hwang, C.-L.;Ngo, S.-H.;Mai, N.-H.T. |
| 國立臺灣科技大學 |
2018 |
Effect of residual rice husk ash on mechanical-microstructural properties and thermal conductivity of sodium-hydroxide-activated bricks
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Huynh T.-P.; Hwang C.-L.; Lin K.-L.; Ngo S.-H. |
| 國立臺灣科技大學 |
2018 |
Recycling of waste limestone as fine aggregate for conventional and green concretes
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Huynh T.-P.; Hwang C.-L.; Ngo S.-H. |
Showing items 1-10 of 17 (2 Page(s) Totally)
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