Wavelet 2001 2000
10 11 12 13 JA 14MITMD 15 16AMD 17 18 3 19 3 20 21 1 22 RC 23 24 RC 25 26 27 28 29 30 ()
31 32 33 34 () () 35 () () 36Reduced Stiffness Buckling Strength Analysis of Axially Loaded Cylindrical Sandwich Shells Ehime University Mitao Ohga Wijenayaka Aruna Sanjeewa Shinichi Sakai 37 38 39 40 41 NEC ()
51 10 9119 9918 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28Field Observation on Local Scour around Bridge Piers at Shimanto River Ricardo de Aragao 29
301 () 31 32Bed Profile Variations with Sand-Gravel Mixture in a Steep Channel Reservoir by Modifying Tractive Force Bal B. Parajuli 33Initiation mechanism of debris flow by destruction of natural dam in steep slope channels Krishna Raj Pathak 34 35 36 37 38 13 9 39 40 41 42 43 44Optimal Real-time Reservoir Operation Using Genetic Algorithms Alcigeimes B. Celeste 45
( ) () () () 10 N.P.Bhandary 11 () 12 13 14 () 15 16 17 18 () 19 () 20 () 21 () () 22 23 24 25
() 26 () 27Landslide stability analysis with lab-determined strength parameters 28 29 30 31 322001 33 34 (2 ) () 35 36 () 37 38 FEM 39 40 ()
() 1 () 11 12 13 () 14 15 16 () 17 () 18 19 20 21 22 23 24 ()
25 26 27 28 29 30 31 32 33 34 35 36 37 () Md.MahbooburRahman
Piyamahant Songkram Effect of Shear Span-to-Depth Ratio on Shear Strength of Reinforced Concrete Short Beams and Deep Beams Thammanoon Denpongpan 10 11RC 12 13 14 15 16 17 18 19 20 RC 21 22 23 24 25 26 27 28
29 30 31 32 33 34 3 35 SOM GIS FK 10 11 12 13 JISI
14A Fundamental Study on Leadership Styles of Construction Site Managers Worley Co.Pornchai Sumpuwejakul 15A Case Study of Risk Management Process of Infrastructure Construction Project in Thailand Jirapong Pipattanapiwong 16 17AATAnimal Assisted Therapy 18 10 11 12 13 14
15 16 17 18 19 20 21 22 23 24 25GIS 26 2 27 28 29 30 LC-CO2 31 32 33 34 35