| 821 |
THE EFFECT OF ANGLE OF CURVATURE OF THE CURVED GATES OF WATER STRUCTURES ON THE DISCHARGE COEFFICIENT |
2010 |
| 822 |
THE EFFECT OF ANGLE OF CURVATURE OF THE CURVED GATES OF WATER STRUCTURES ON THE DISCHARGE COEFFICIENT |
2010 |
| 823 |
THE EFFECT OF ANGLE OF CURVATURE OF THE CURVED GATES OF WATER STRUCTURES ON THE DISCHARGE COEFFICIENT |
2010 |
| 824 |
THE EFFECT OF ANGLE OF CURVTURE OF THE CURVED GATES OF WATER STRUCTURES ON THE THE DISCHARGE COEFFICIENT |
2010 |
| 825 |
THE EFFECT OF SUBMERSION RATIO AND WEIR SHAPES ON THE DISCHARGE COEFFICIENT |
2010 |
| 826 |
Transverse Diaphragms and Unbonded CFRP Transverse Post-Tensioning in Side-by-Side Box Beam Bridges |
2010 |
| 827 |
Vertical loads effect on lateral pile group response on the basis of soil-pile-cap interactions. |
2010 |
| 828 |
杭-地盤-構造物の動的相互作用問題に関する遠心模型実験 |
2010 |
| 829 |
Creep and Relaxation of Osteoporotic Bones |
2009 |
| 830 |
Disaster Management and Comprehensive Study for Strong Earthquake in JapanInternational Symposium on Disaster Management, Saudi Arabia |
2009 |
