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Between men and women there is no friendship possible. There is passion, enmity, worship, love, but no friendship. Oscar Wilde (1854-1900)

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• Kohsantepheap新聞
• カンボジアで仕事探し
• カンボジア工科大学
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Here is my Frind Link

• Alicia
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download

Here is some useful content to download.

Feel free to use it.

1. minahara Says:
   July 7th, 2007 at 5:22 pm e
   Khmer Font!
   It is very difficult to read khmer on net cos there are may type of khmer font.
   Here is some font i collected.
   1.Limon (common and L)
   2.ABC
   3.Dounpenh
   4.Khmeros
   DOWNLOAD
   
2. minahara Says:
   July 12th, 2007 at 3:43 pm e
   Bachelor Degree Thesis
   1. Chapter 1: Introduction
   2. Chapter 2: Theorem on Lattice Model
   3. Chapter 3: Analysis on RC beam
   4. Chapter 4: Analysis on RC beam considering the effect of reduced-Rigidity in lattice model
   5. Chapter 5: Analysis on RC Umbrella Shell
   6. Chapter 6: Conclusion
   Download
   AIJ 2007(Fukuoka)
   For the Fukuoka AIJ , i have submit the Arch-type Roof Shell with seismic analysis.
   1. Chapter 1: Introduction
   2. Chapter 2: Target Struction
   3. Chapter 3: Analysis Method
   4. Chapter 4: Results
   Download
   
3. minahara Says:
   July 20th, 2007 at 3:58 pm e
   Numerical Analysis
   [キーワード]　数値積分　有限要素法　差分法　レイリーリッツ法　ガラーキン法　要素剛性マトリクス　要素剛性方程式　支配方程式　形状関数　数値積分
   目次
   １ 差分法 3
   ２ RAYLEIGH-RITZ法 5
   ３ GALERKIN法 6
   ４ 有限要素法（FEM：FINITE ELEMENT METHOD） 7
   ４.1 基本的手法 7
   ４.2 形状関数 9
   ４.3 歪変位マトリクス 11
   ４.4 応力歪マトリクス 11
   ４.5 要素剛性マトリクス 11
   ４.6 要素の重ね合わせ 12
   ４.7 境界条件の導入 13
   ４.8 数値積分 13
   Download
   

minahara Says:
AIJ 2008(Hiroshima)
For the Hiroshima AIJ , i have submit the Elasto-Plastic Dynamic analysis of RC-Cooling Tower.
1. Chapter 1: Introduction
2. Chapter 2: Target Struction
3. Chapter 3: Dynamic result
4. Chapter 4: Collapse acceleration
Download

1. minahara Says:
   IASS 2008(Acapulco , Mexico)
   For the IASS2008-Acapulco , i have submit the ELASTO-PLASTIC RESPONSE OF REINFORCED CONCRETE COOLING TOWER UNDER SEVERE EARTHQUAKE MOTIONS.
   1. Chapter 1: Introduction
   2. Chapter 2: Target Struction
   3. Chapter 3: Static Result
   4. Chapter 4: Dynamic Result
   5. Chapter 5: Response Characteristic
   6. Chapter 6: Collapse acceleration
   Download Abstract | Full paper
   

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