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    THE ELECTROMECHANICAL COUPLING BEHAVIOR OF FERROELECTRIC COMPOSITES
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    1999, 21(3): 1-8. DOI:10.6052/1000-0879-1999-092
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    EXPERIMENTAL ANALYSIS FOR SOME INTERFACIAL MECHANICS PROBLEMS
    1999, 21(3): 9-15. DOI:10.6052/1000-0879-1999-093
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    SIMPLED ANALYSIS OF COMPOSITE GIRDER UNDER LOADINGS-BY THE PROGESSIOR METHOD
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    1999, 21(3): 16-17. DOI:10.6052/1000-0879-1999-094
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    EXPRESSIONS OF STRESS CONCENTRATION FACTORS FOR AN ECCENTRIC CIRCULAR HOLE IN A TENSION STRIP
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    1999, 21(3): 18-20. DOI:10.6052/1000-0879-1999-095
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    STRESS-STRAIN ANALYSIS OF NONLINEARLY ELASTIC STRVCTURE OF BARS
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    1999, 21(3): 21-23. DOI:10.6052/1000-0879-1999-096
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    THE TRANSFER MATRIX METHOD FOR THE STATICS ANALYSIS OF PLANE FRAME WITH VARIABLE SECTION AND BRANCH
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    1999, 21(3): 24-26. DOI:10.6052/1000-0879-1999-097
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    VIRTUAL BOUNDARY ELEMENT-COLLOCATION METHOD FOR SOLVING ELASTIC COUPLING PROBLEM OF DIFFERENT MATERIALS
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    1999, 21(3): 27-30. DOI:10.6052/1000-0879-1999-098
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    RESEARCH ON THE MOTION OF PLANE MECHANISM BY USING COMPLEX VECTER METHOD
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    1999, 21(3): 31-33. DOI:10.6052/1000-0879-1999-099
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    THE TEMPERATURE STRESS ANALYSIS OF THE PRESTRESSED CONCRETE HOLLOW BEAM
    1999, 21(3): 34-36. DOI:10.6052/1000-0879-1999-100
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    FURTHER STUDY ON ACTIVE SOIL PRESSURE ACTED ON RETAINING WALLS
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    1999, 21(3): 37-41. DOI:10.6052/1000-0879-1999-101
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    A SIMPLE AND PMCTICAL FRACTAL EXPERIMENT
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    1999, 21(3): 42-43. DOI:10.6052/1000-0879-1999-102
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    OPERATION ANALYSIS OF THE DIFFERENTIAL ELECTRO-MECHANICAL ATTENUATION MECHANISM IN SPACE DOCKING
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    1999, 21(3): 44-47. DOI:10.6052/1000-0879-1999-103
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    SYMMETRY REDUCTIONS AND EXPLICIT EXACT SOLUTIONS OF NONLINEAR MDWW EQUATIONS
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    1999, 21(3): 48-50. DOI:10.6052/1000-0879-1999-104
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    AN EASY AND INTUITIONAL METHOD TO OBTAIN THE CONSTANTS OF ENDOCRONIC CONSTITUTIVE EQUATION
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    1999, 21(3): 51-52. DOI:10.6052/1000-0879-1999-105
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    AN APPROXIMATE CALCULATION FORMULA FOR SOWING THE LARGEST DEFLECTION OF A BUCKLING ROD
    1999, 21(3): 53-54. DOI:10.6052/1000-0879-1999-106
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    1999, 21(3): 55-56. DOI:10.6052/1000-0879-1999-107
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    1999, 21(3): 57-58. DOI:10.6052/1000-0879-1999-108
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    1999, 21(3): 59-59. DOI:10.6052/1000-0879-1999-109
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    1999, 21(3): 60-60. DOI:10.6052/1000-0879-1999-110
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    1999, 21(3): 61-62. DOI:10.6052/1000-0879-1999-111
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    1999, 21(3): 63-63. DOI:10.6052/1000-0879-1999-112
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    1999, 21(3): 64-66. DOI:10.6052/1000-0879-1999-113
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    1999, 21(3): 67-68. DOI:10.6052/1000-0879-1999-114
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    1999, 21(3): 69-70. DOI:10.6052/1000-0879-1999-115
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    1999, 21(3): 71-72. DOI:10.6052/1000-0879-1999-116
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    1999, 21(3): 73-73. DOI:10.6052/1000-0879-1999-117
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    1999, 21(3): 74-75. DOI:10.6052/1000-0879-1999-118
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    1999, 21(3): 76-77. DOI:10.6052/1000-0879-1999-119
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    1999, 21(3): 77-77. DOI:10.6052/1000-0879-1999-120
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    1999, 21(3): 78-78. DOI:10.6052/1000-0879-1999-121
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    1999, 21(3): 79-79. DOI:10.6052/1000-0879-1999-122
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    1999, 21(3): 80-80. DOI:10.6052/1000-0879-1999-123
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