| 691 |
84-1
|
會議論文
|
Modeling the effect of volumetric rigidity on dynamic wave velocity for unsaturated soils
|
| 692 |
94-1
|
會議論文
|
液化土壤模數折減下樁基動力反應分析
|
| 693 |
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
|
| 694 |
96-1
|
會議論文
|
流動地盤樁基之擬動態土壓力分析
|
| 695 |
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
|
| 696 |
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
|
| 697 |
95-2
|
會議論文
|
Dynamic Pile Behaviors Affected by Liquefaction from EQWEAP Analysis
|
| 698 |
82-1
|
會議論文
|
水土介質之彈性常數模擬
|
| 699 |
95-2
|
會議論文
|
Seismic Earth Pressure Induced Pile Response from Discrete Wave Equation Analysis
|
| 700 |
82-1
|
會議論文
|
On consistent tangent operatio of the gengealized cap model
|
| 701 |
95-2
|
會議論文
|
Response of Piles Subjected to Lateral Spreads from Static and Dynamic Modeling
|
| 702 |
96-2
|
會議論文
|
Real-Time Acoustic Monitoring Test and Numerical Simulation of Ground Anchor Failure
|
| 703 |
87-1
|
會議論文
|
Time-domain wave equation analysis with rational soil stiffness and damping coefficients in modeling axial pile response
|
| 704 |
79-2
|
會議論文
|
鋪面材料勁度對撓度法之影響評估
|
| 705 |
87-1
|
會議論文
|
柔性路面撓度指標與結構特性
|
| 706 |
81-1
|
會議論文
|
鋪面材料勁度與厚度對撓度法之影響評估
|
| 707 |
81-2
|
會議論文
|
落體測位儀評估路面結構強度之研究
|
| 708 |
86-1
|
會議論文
|
道路評審儀數據處理與路面結構指標之結合運用
|
| 709 |
86-1
|
會議論文
|
伍德方程式改良與波傳速度之檢測
|
| 710 |
86-1
|
會議論文
|
Stress and failure potential of earth slope from elasticity theory and mohr-coulomb failure criteria
|
| 711 |
85-1
|
會議論文
|
動態反算於衝擊性撓度法之應用研究
|
| 712 |
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
|
| 713 |
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.
|
| 714 |
82-1
|
會議論文
|
撓度反應譜於大地成層系統之應用分析
|
| 715 |
80-1
|
會議論文
|
Comparison of 2-D and 3-D Models for Analysis of Surface Wave Tests
|
| 716 |
79-2
|
會議論文
|
水土介質之彈性常數模擬之影響評估
|
| 717 |
81-1
|
會議論文
|
表面波頻譜法檢測層狀地工系統之理論研究
|
| 718 |
85-1
|
會議論文
|
Prediction of axially and laterally loaded pile response using transformed radiation damping coefficients
|
| 719 |
86-1
|
會議論文
|
黏彈半空間埋置基礎之動阻抗函數評估
|
| 720 |
86-1
|
會議論文
|
彈性解於邊坡應力和穩定性之研究
|
GoogleAnalytics