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Taiwan Academic Institutional Repository >
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"yang sheng hsueh"
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| 國立交通大學 |
2018-08-21T05:53:58Z |
A probabilistic model for evaluating the reliability of rainfall thresholds for shallow landslides based on uncertainties in rainfall characteristics and soil properties
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Wu, Shiang-Jen; Hsiao, Yi-Hua; Yeh, Keh-Chia; Yang, Sheng-Hsueh |
| 國立交通大學 |
2018-01-24T07:40:31Z |
設置低衝擊開發設施對都市淹水影響之研究
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鍾婷羽; 葉克家; 楊昇學; Chung,Ting-Yu; Yeh, Keh-Chia; Yang, Sheng-Hsueh |
| 國立交通大學 |
2018-01-24T07:38:08Z |
不同大小雙穴蝕氣泡破裂流場交互作用之試驗研究
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盧弘毅; 葉克家; 楊昇學; Lu, Hung-Yi; Yeh, Keh-Chia; Yang, Sheng-Hsueh |
| 國立交通大學 |
2017-04-21T06:55:24Z |
Modeling probabilistic lag time equation in a watershed based on uncertainties in rainfall, hydraulic and geographical factors
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Wu, Shiang-Jen; Yeh, Keh-Chia; Ho, Chih-Hung; Yang, Sheng-Hsueh |
| 國立交通大學 |
2015-11-26T01:02:06Z |
多重尺度網格配置結合建物效應模擬街道淹水之研究
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賴俊名; Lai,Jun-Ming; 葉克家; 楊昇學; Yeh, Keh-Chia; Yang, Sheng-Hsueh |
| 國立交通大學 |
2015-11-26T01:02:05Z |
不同管徑中單一穴蝕氣泡破裂行為之試驗研究
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陳亮全; Chen, Liang-Chiuan; 葉克家; 楊昇學; Yeh, Keh-Chia; Yang, Sheng-Hsueh |
| 國立交通大學 |
2014-12-12T01:55:56Z |
單一穴蝕氣泡產生與破裂行為之試驗研究
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楊昇學; Yang, Sheng-Hsueh; 葉克家; 趙勝裕; Yeh, Keh-Chia; Jaw, Shenq-Yuh |
| 國立交通大學 |
2014-12-08T15:35:06Z |
Deriving landslide dam geometry from remote sensing images for the rapid assessment of critical parameters related to dam-breach hazards
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Dong, Jia-Jyun; Lai, Po-Jung; Chang, Chung-Pai; Yang, Sheng-Hsueh; Yeh, Keh-Chia; Liao, Jyh-Jong; Pan, Yii-Wen |
| 國立交通大學 |
2014-12-08T15:30:53Z |
PIV MEASUREMENTS OF CAVITATION BUBBLE COLLAPSE FLOW INDUCED BY PRESSURE WAVE
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Yang Sheng-Hsueh; Jaw, Shenq-Yuh; Yeh, Keh-Chia |
| 國立交通大學 |
2014-12-08T15:28:47Z |
A systematic approach for the assessment of flooding hazard and risk associated with a landslide dam
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Yang, Sheng-Hsueh; Pan, Yii-Wen; Dong, Jia-Jyun; Yeh, Keh-Chia; Liao, Jyh-Jong |
| 國立交通大學 |
2014-12-08T15:09:04Z |
Single cavitation bubble generation and observation of the bubble collapse flow induced by a pressure wave
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Yang, Sheng-Hsueh; Jaw, Shenq-Yuh; Yeh, Keh-Chia |
Showing items 1-11 of 11 (1 Page(s) Totally)
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