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THE METHOD OF FRACTAL GEOMETRY FOR QUANTITATIVE ANALYSIS OF FRACTURE SURFACES
Xie Heping, Chen Zhida
1989, 6(4): 1-8.
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VARIATIONAL PRINCIPLES IN PROBABILISTIC ANALYSIS OF PLATES AND SHALLOW SHELLS
Qin Rong
1989, 6(4): 9-17.
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ANALYSIS OF RELIABILITY IN THE STRENGTH CALCULATIONS
Wan Changzhu
1989, 6(4): 18-23.
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A SPIMLE AND EFFEC TIVE FOUR NODES PLATE BENDING ELEMENT
Sun Jiangang
1989, 6(4): 24-33.
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ANALYSIS OF FRAME-TUBE STRUCTURE WITH VARIABLE CROSS SECTION UNDER TORQUE
Leng Jinwen
1989, 6(4): 34-52.
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ELASTIC AND PLASTIC PARAMETRIC SOLUTION OF DEFORMATION OF ANNULAR PLATE BY SHEARING AND BENDING
Jia Naiwen
1989, 6(4): 53-57.
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THE SOLUTION FOR BENDING PROBLEM OF MID-THICK PLATES BY THE BOUNDARY COLLOCATON
Li Lanfen, Jiang Chipin
1989, 6(4): 58-64.
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THE SIMPLIFY OF THE FEM ANALYSIS OF THE MUTI-LAYER COMPOSITE CYLINDERS
Qian Jiade
1989, 6(4): 65-69.
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MICROCOMPUTER PROGRAM OF THIN-WALL CURVED BEAM
Guo Renjun, Lin Jianmin
1989, 6(4): 70-78.
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STRUCTURAL ANALYSIS OF A LARGE SCALE SPREADER
Yang Ding Chun, Zhang Yun Zhen
1989, 6(4): 79-87.
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LOAD TRANSFER METHOD AND ITS APPLICATION IN ANALYSIS OF SOIL-STRUCTURE INTERACTION SYSTEMS
Fu ChangSheng
1989, 6(4): 88-96.
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ANALYSIS OF INTERNAL FORCE OF BOX FRAME WITH CONSIDERING ELASTIC RESISTANCES OF FOUNDATION
Xu Peising
1989, 6(4): 97-108.
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A TWO-STEP VARIATIONAL METHOD ON PROBLEMS OF KARMAN'S FOR LARGE DEFECTION FOR THIN CIRCLE PLATE
Ching Liyi
1989, 6(4): 109-113.
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The Improved Twinned Gradients Methed
Hong Zhen-Sheng
1989, 6(4): 114-119.
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UNIFIED FORMULA OF MATRIX H CORRESPONDING TO SEVERAL YIELD CRITERIA IN ELASTO-VISCOPLASTIC FINITE ELEMENT ANALYSIS
Lei Xiaoyan
1989, 6(4): 120-129.
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