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THE STOCHASTIC FINITE ELEMENT-MAXIMUM ENTROPY METHOD
Chen Qiu, Dai Zhimin
1992, 9(3): 1-7.
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ANALYSIS OF THIN-WALLED MEMBERS BY A SEMI-DISCRETE METHOD USING SECTIONAL SPLINE FUNCTION
Li Wah Yuk, Xin Kegui
1992, 9(3): 8-22.
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THE PLASTIC METHOD USED TO SOLVE AXISYMMETRICAL SPACE PROBLEMS
Rui Jiabai, Xu Bingye
1992, 9(3): 23-31.
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NONLINEAR RESPONSE OF THE LOCALLY BUCKLED COLD-FORMED BOX BEAM-COLUMN
Guo Yanlin, Chen Shaofan
1992, 9(3): 32-40.
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PARAMETER FORMULAS OF LOCAL FLEXIBILITY OF T AND X TYPE TUBULAR JOINTS
Xie Meng, Li Shaofu
1992, 9(3): 41-46.
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OVERALL STABILITY ANALYSIS OF TALL BUILDING FRAME-SHEAR WALL STRUCTURES WITH N-STEPPED PARAMETERS AND WITH FLOOR SLAB AND BASE SOIL DEFORMATIONS CONSIDERED
Zhang Tongsheng
1992, 9(3): 47-62.
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EXTENDED VARIATIONAL PRINCIPLE WITH INITIAL CONDITIONS EXPERSSED FOR LINEAR ELASTODYNAMICS
Liu Shikui
1992, 9(3): 63-72.
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NONLINEAR ANALYSIS MODEL OF TWO-WAY FORCED ELEMENTS OF MASONRY
Xu Qilou, Ji Tonggeng
1992, 9(3): 73-80.
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BIOT CONSOLIDATION OF MULTILAYER SUBSOILS UNDER 3D-AXISYMMETRIC LOAD
Gu Raozhang, Jin Bo
1992, 9(3): 81-94.
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DYNAMIC PRESSURE ON CIRCULAR SILO WALL
Hao Jipin, Xiao Linshan
1992, 9(3): 95-100.
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SECTIONAL QUADRATIC APPROXIMATION FOR THE CALCULATION OF BENDING LOAD OF THE NORMAL SECTION OF REINFORCED CONCRETE COMPONENT WITH ANNULAR CROSS SECTION
Zhang Youcai
1992, 9(3): 101-106.
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NONLINEAR ANALYSIS FOR PARTIALLY PRESTRESSED CONCRETE FRAMES
Yang Jianming,
1992, 9(3): 107-116.
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MOMENT AND SHEAR GEOMETRIC SEQUENCE METHOD
Yang Qiwu
1992, 9(3): 117-123.
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THE CALCULATION OF NATURAL CHARACTERISTICS OF TRANSVERSE VIBRATION OF CONTINUOUS RECTANGULAR PLATES
Zhou Ding
1992, 9(3): 124-130.
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A FURTHER RESEARCH ON METHOD OF MODE-SUPERPOSITION IN STRUCTURAL DYNAMIC ANALYSIS
Lin Jide
1992, 9(3): 131-135.
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SIMULATION OF ROLLING BY ELASTOPLASTIC CONTACT BOUNDARY ELEMENT METHOD
Shen Guangxian, Huang Qingxue, Xiao Hong
1992, 9(3): 136-142.
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