| 661 |
96-1
|
會議論文
|
流動地盤樁基之擬動態土壓力分析
|
| 662 |
96-1
|
會議論文
|
樁基波動方程式於土壤液化和地盤流動分析之應用
|
| 663 |
95-2
|
會議論文
|
混合式基因演算法於剛性鋪面落重撓度試驗動力回算分析之研究
|
| 664 |
95-2
|
會議論文
|
Dynamic Pile Behaviors Affected by Liquefaction from EQWEAP Analysis
|
| 665 |
95-2
|
會議論文
|
Seismic Earth Pressure Induced Pile Response from Discrete Wave Equation Analysis
|
| 666 |
95-2
|
會議論文
|
Response of Piles Subjected to Lateral Spreads from Static and Dynamic Modeling
|
| 667 |
94-2
|
會議論文
|
基因演算法在剛性鋪面非破壞性撓度檢測之應用
|
| 668 |
94-1
|
會議論文
|
基因演算法應用於鋪面落重撓度儀回算之研究
|
| 669 |
94-1
|
會議論文
|
結合基因演算法之鋪面落重撓度動力回算程式之開發
|
| 670 |
94-1
|
會議論文
|
由動力互制因子看群樁側力之分配性
|
| 671 |
93-1
|
會議論文
|
層狀土壤中樁基承載力及變形行為
|
| 672 |
92-2
|
會議論文
|
最佳化設計於土木工程案例上之應用
|
| 673 |
92-1
|
會議論文
|
樁基之垂直地震非線性分析
|
| 674 |
92-1
|
會議論文
|
基樁於層狀土壤中變形行為研究
|
| 675 |
92-1
|
會議論文
|
樁基礎波動方程方析與視窗程式開發
|
| 676 |
92-1
|
會議論文
|
含樁帽及互制影響之樁基礎簡易分析
|
| 677 |
92-1
|
會議論文
|
側向地震樁基之波動方程分析
|
| 678 |
92-1
|
會議論文
|
土壤片剪強度之經驗式研究
|
| 679 |
91-1
|
會議論文
|
垂直地震樁基之波動方程分析
|
| 680 |
91-1
|
會議論文
|
互制對群樁基礎效益之影響
|
| 681 |
90-1
|
會議論文
|
衝擊撓度指標應用於剛性鋪面殘餘壽年之預測
|
| 682 |
90-1
|
會議論文
|
Wave equation analyses for seismic grouped pile response
|
| 683 |
89-1
|
會議論文
|
Direct wave equation analysis on vertically loaded raft-pile
|
| 684 |
89-1
|
會議論文
|
Correlated empiric equations for field vane corrections
|
| 685 |
88-1
|
會議論文
|
群樁互制效應對基樁垂直反應分析之影響
|
| 686 |
88-1
|
會議論文
|
鋪面撓度視窗型資料庫回算程式之開發
|
| 687 |
87-1
|
會議論文
|
Time-domain wave equation analysis with rational soil stiffness and damping coefficients in modeling axial pile response
|
| 688 |
86-1
|
會議論文
|
A computer program DBFWD is developed for data analysis of Falling Weight Deflectometer test on flexible pavements. To backcalculate the layer moduli of the pavement, numerous iterative backcalculation schemes are employed with the forward analysis of the Green's flexibility influence functions. Deflections from different numbers of receivers are checked for the prediction. The iterative scheme based on deflection ratio is selected. Interpretations from the deflections at the inner four receivers with high initial trial values of the material moduli give better accuracy. Comparisons of the programs on theoretical and experimental deflections indicate that the dynamic interpretation can provide more adequate solution to the test.
|
| 689 |
86-1
|
會議論文
|
Stress and failure potential of earth slope from elasticity theory and mohr-coulomb failure criteria
|
| 690 |
85-1
|
會議論文
|
Dynamic interpretation for steady-state deflection tests
|
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