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MODERN THEORY FOR WIND RESISTANT BRIDGE AND ITS APPLICATION
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2007, 29(1): 1-13. DOI: 10.6052/1000-0879-2006-286
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A HIGH PRECISION METHOD TO COMPUTE THE ALE GRID VELOCITY IN LIQUID SLOSHING SIMULATION
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2007, 29(1): 14-16. DOI: 10.6052/1000-0992-2006-073
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MODELLING AND MOTION ANALYSIS OF SPACE ELECTRODYNAMIC TETHERED SYSTEMS
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2007, 29(1): 17-22. DOI: 10.6052/1000-0992-2006-284
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SCALING ANALYSIS OF UNSTEADY NATURAL CONVECTION FLOW OF A FLUID WITH LOW PRANDTL NUMBER
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2007, 29(1): 23-28. DOI: 10.6052/1000-0992-2005-505
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STUDIES ON THE MECHANISM OF WATER JET-ASSISTED DRILLING TECHNOLOGY(1)--CAVITATION AND EROSION
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2007, 29(1): 29-33. DOI: 10.6052/1000-0992-2005-446
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THE RELATION BETWEEN SEEPAGE VOLUME AND ROCK COVER THICKNESS IN SUBSEA TUNNEL
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2007, 29(1): 34-37. DOI: 10.6052/1000-0992-2006-057
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EXPERIMENT AND INVERSE ANALYSIS FOR MECHANICAL PROPERTIES OF LARGE DIAMETER PRESTRESSED CONCRETE TUBULAR PILE AT SEAPORT
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2007, 29(1): 38-41. DOI: 10.6052/1000-0992-2006-080
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THE HARMONIC VIBRATION OF INFINITE PLATE ON TRANSVERSELY ISOTROPIC SATURATED SOIL GROUND
2007, 29(1): 42-45. DOI: 10.6052/1000-0992-2006-056
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THE CRACKING IN THE FOUNDATION OF TIANDUO GARDEN BUILDING
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2007, 29(1): 46-49. DOI: 10.6052/1000-0992-2005-414
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DAMAGE IDENTIFICATION AND DIAGNOSIS OF EXISTING STEEL TRUSS BRIDGE
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2007, 29(1): 50-52. DOI: 10.6052/1000-0992-2005-288
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A SIMPLIFIED MODEL FOR LONG TUBULAR PENETRATION INTO OBLIQUE FINITE HOMOGENEOUS TARGET
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2007, 29(1): 53-57. DOI: 10.6052/1000-0992-2006-086
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CABLE-PULLEY ELEMENT IN FINITE ELEMENT ANALYSIS OF CABLEWAY ERECTION SYSTEM
2007, 29(1): 58-63. DOI: 10.6052/1000-0992-2006-047
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DETERMINATION OF PARAMETERS FOR THE CLIPPED GAUSS PROBABILITY DENSITY FUNCTION
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2007, 29(1): 64-68. DOI: 10.6052/1000-0992-2005-324
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