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NONLINEAR BENDING OF RECTANGULAR PLATES SUPPORTED BY FOUR BEAMS
Wang Kelin
1990, 7(3): 1-9.
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THE VIBRATION AND STABILITY OF ORTHOTROPIC LAMINATES BY SPLINE FINITE-POINT METHOD
Zou Zhiqing
1990, 7(3): 11-16.
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GENERAL ANALYTIC SOLUTION OF REISSNER THICK PLATES AND ITS APPLICATIONS
Han Jianqiang
1990, 7(3): 17-27.
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AN ELASTO-PLASTIC MODEL OF A BAR UNDER CYCLIC AXIAL LOADS
Jie Ming
1990, 7(3): 28-32.
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THE SERIES SOLUTION OF THE INTERNAL FORCES AND DEFECTION OF FOLDED PLATE WITH SIMPLE SUPPORTS
Jiang JianXiang, Lu Zhitao
1990, 7(3): 33-37.
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STATIC ANALYSIS OF STIFFENED PLATES AND SHELLS USING SPLINE GAUSS COLLOCATION METHOD
Shen Pengcheng, Huang Dade
1990, 7(3): 38-51.
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ETASIC ANALYSIS OF A PILE BY FINITE-INFINITE ELEMENT METHOD
Shen Weiyue, Zhao Xihong
1990, 7(3): 52-64.
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RESEARCH ON SOLAR INSOLATION EFFECT OF TALL BUILDING STRUCTURE
Li Hongyou
1990, 7(3): 65-82.
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A CALCULATION OF STABILITY FOR A SPACE COOPERATING SYSTEM IN TALL BUILDINGS
Zhou Jian, Tu LingKang
1990, 7(3): 83-92.
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FREE-INFERFACE MODE SYNFHESIS METHOD FORVIBRATION SYSTEM OF CONTAINS STIFFNESS COUPLING COMPONENT
Zhang Hongtian, Wang Chuanfu, Zhang Zhihua
1990, 7(3): 93-101.
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VIRTUAL RIB METHOD OF SOLVING ORTHOTROPIC PLATES
Liu Ping
1990, 7(3): 102-105.
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THE INFLUENCE OF INTERENT FREQUENCIES FOR OPTIMUM RESULTS IN STRUCTURE OPTIMIZATION
Wang Jian
1990, 7(3): 106-111.
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A NON-ITERATIVE TOTAL STRAIN SOLUTION TO LAMINATIVE ROCK MATERIAL NONLINEAR PROBLEMS
Zhang Roulei
1990, 7(3): 112-119.
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ANALYS IS OF TO RS IO NAL RIGIDITY OF TRANSMISSION SHAFT
Li Weimin, Luo Ying
1990, 7(3): 120-126.
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STUDY OF A CONTROL PROGRAM ON STRUCTURAL PSEUDO-DYNAMIC TEST WITH MTS ELECTROHYDRAULIC SERVO STRUCTURAL TEST SYSTEM
Lu Tieying, Chen Sitian
1990, 7(3): 127-131.
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A NEW SPLINE INTEGRAL EQUATION METHOD FOR LARGE DISPLACEMENT OF CIRCULAR PLATES
Zheng Jianjun
1990, 7(3): 132-140.
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