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A SYMPOTOTION SO,LUTION S OF BLIND'S MFTHOD OF WEIGHTED RESIDUALS OF KARMANS EQUATIONS FOR LARGE DEFECTION FOR RECTURGULAR THIN PLATE WITH SUPPERTED AT FOUR CORNER POINT
Chen Jiajin
1986, 3(1): 1-20.
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Second—Qrder Analysis Method on Buckling of Arches
Yin Yinlong, Chen Xueyuan
1986, 3(1): 21-29.
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The Modified Mixed Finite Element Analysis for patee and Shell
Xu Changshi, Xu Cida
1986, 3(1): 30-38.
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On Fuzzy Optimum Design
Wang Caihua
1986, 3(1): 39-51.
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A TEST STUDY AND SIMPLI FIED CALCULATION OFDYNAMIC CHARACTERISTICS OF PRCAST R.C.RAMESHEAR WALL STRUCTURES
Li Guiqing
1986, 3(1): 52-59.
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Seismic Reliability Analtysis of Structure Based upon Limit Elasto-plastic Story Drift
Wei Chengji, Wei Lian, Gao xiaowang, Li Wanzhi
1986, 3(1): 60-70.
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J·W·CIark's Expression of Critcal Moment of Beams Have Been Discussed
Chou Shizhi
1986, 3(1): 71-80.
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on Calculating the Transverse and Longitudinal stiffness of a Single-story Industrial Workshop
zhang Anmin
1986, 3(1): 81-88.
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Eectrical Signa Output from Geiger Vibrograp
zhang zhihua, zhang Tianyuan, Wang zhiqiu, Xu Boqing
1986, 3(1): 93-98.
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The Extending Model of Sandwich Plate for a kind of Double Bottom Structure of Ship Hull
Jin Fusheng
1986, 3(1): 99-110.
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An Finite Element method Stress Analysis of Turbine Drum-and-Disk Structure with Tight Fit
Sun Jinwen, Shao Xiaoxu, Lu Jiahua, Feng Guoqiang
1986, 3(1): 111-117.
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THE MODEL TEST RESEARCH OF TUBE-IN-TUBE STRUCTURES WITH WIDELY SPACED PERIPHERAL COLUMNS ON THE GROUND FLOOR
Tu Chengsong, Zhang Jianrong
1986, 3(1): 118-124.
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Circular Arch Element on Elastical Ground Considering Both Normal And Tangential Resisting Forces
Jin Kangning
1986, 3(1): 125-133.
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