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DYNAMIC SPLINE WEIGHTED RESIDUAL METHOD OF UNCONDITIONAL STABILITY
Qin Rong
1990, 7(1): 1-7.
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THE NONLINEAR ANALYSIS OF THE SHALLOW SPHERICAL SHELLS WITH VARIABLE THICKNESS
Xiao Fan
1990, 7(1): 8-17.
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OPTIMAL DECISION FOR RELIABILITY OF ENGINEERING SYSTEMS
Wang Guangyuan, Tan Dongyao
1990, 7(1): 18-26.
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SNAP-BUCKLING OF THIN SHALLOW CONICAL SHELLS
Wang Hu, Wang Junkui
1990, 7(1): 27-33.
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FINITE ELEMENT INVESTIGATION FOR HOLLOW SPHERICAL JOINT OF SPACE TPUSS
Qin Dongqi
1990, 7(1): 34-39.
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THE EARLY STAGE PROPAGATION AND DELAYED INSTABILITY OF CRACK IN CONCRETE
Xu Zhenxing
1990, 7(1): 40-49.
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NONLINEAR ANALYSIS OF RC BEAMS
Zhu Changming, Jin Yongjie
1990, 7(1): 50-56.
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STATIC SUBSTRUCTURE METHOD FOR DYNAMIC ANALYSIS OF STRUCTURES
Lou Menglin
1990, 7(1): 57-66.
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DEVELOPMENT ON THE METHODS OF ANALYSIS OF TALL BUILDING STRUCTURES IN CHINA
Zhao Xi'an
1990, 7(1): 67-75.
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CHARACTERISTICS OF FRAMED-TUBE STRUCTURES WITH WIDELY SPACED COLUMNS ON THE GROUND FLOOR UNDER TORSION
Tu Chengsong, Li Tongkun
1990, 7(1): 76-88.
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SOFTWARE PACKAGE OF STRUCTURE ANALYSIS OF COLOUR TELEVISION SHELL
Kuai Xingcheng, Long Shuyao, Li Lanfen
1990, 7(1): 89-97.
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CALCULATION ON LIMIT BENDING MOMENT OF A NOTCHED BAR DUE TO PURE BENDING WITH INTEGRATION DEPENDING ON A PARAMETER
Liu Fulin, Li guifan, Zhao Dewen, Zhang Qiang
1990, 7(1): 98-105.
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VISCOELASTIC STRESS ANALYSIS OF CIRCULAR TUNNELS
Wang Guifang
1990, 7(1): 106-127.
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THE MODAL TESTING OF THE MODEL OF A 32-STORY BUILDING
Dai Shiliang, Zhang Ruyi, Li Weixian
1990, 7(1): 128-135.
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