最新刊期

    11 3 1989
    • Sun Renbo, Wang Daiyu
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.001
      摘要:By using mixed triangle series,this paper discusses the calculation of rectangular stiffened plates with simply supported edge along direction of stiffeners under several local loads,such as uniform load on local rectangular area,concentrated force,concentrated moment of couple,line loads,line moments of equal and some equivalent concentrated forces acting on a line with equaldistance among them.All analytical solutions of both displacements and internal forces are derived.A numerical example to treat an engineering problem is given.  
        
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    • Zhou Qiguo, Long Lili, Xie Yuanyun
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.002
      摘要:This paper analyses in detail the dynamic stability of thedual-excited synchronous generators with non-damping windings,and sets up theundamental equations and the linearized mathematical model for small distur- bance analysis.By an example with computer results,the paper also compareshe difference of the dynamic stabilities between the single-and dual-excited synchronous machines,which explains that the dual-excited synchronous gene- rators can increase the dynamic stability of machines under certain conditions.  
        
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    • Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.003
      摘要:This paper applies the covering method to the isoparametrictransitional elements of movable boundary nodes.The general shape functionormulas for quadrilateral elements and a convenient method to calculate the local node coordinate parameters are also introduced.The general formulas can be extended to space hexahedron elements.  
        
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    • OPERATOR SERIES SOLUTION FOR ONE CLASS OF CAUCHY PROBLEM

      Ke Honglu
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.004
        
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    • BEZIER-BERNSTEIN CURVE AND ITS MATRIX REPRESENTATION

      Wang Lelin
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.006
        
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    • THE COMPILING OF EIGHTH AND SIXTEENTH ORDER MAGIC SQUARE

      Zhang Changcai
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.008
      摘要:This paper introduces how to compile the mathematic model ofeighth and sixteenth order magic square and how to change twofold magic squ-are problem into onefold magic square problem.The twofold magic square is made by solving liner equations and thus the difficulty of making the twofoldmagic square is reduced.  
        
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    • Deng Xianrong, Heng Zhi
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.009
      摘要:This paper presents the structure and main function of a methanealarm and power-off control device controlled by a single-chip microcomputer,which is first used in China.This paper mainly discusses the circuitry and work-ing principle of a computer and how to solve some special problems when the single chip microcomputer is used in a coal mine where methane exists.  
        
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    • Long Tengrui, Hao Yiqun, He Qixiang, Zuo Yuzhen, Tian Ping
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.010
      摘要:This paper studies the performance of a gas-Iiquid-solid fluidizedbed bioreactor(FBB)for the slaughter treatment.The results show that the COD removal rate is higher than 80% when COD concentration in the influent waste-water is about 1000mg/1 and the hydrauIic residence time(HRT)is 124.5 minutes.n the experiments,the crushed granular shale used as media in FBB has advan-tages of slight weight,easy fluidization,ease of attaching by microbes and cheap-ness.  
        
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    • Chen Liangchun, Zhou Yuzong
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.011
      摘要:This paper studies the optimization on the position of bearing-points in space trusses supported by four columns,taking the cross-sectionalareas of members,the positions of bearing-points and heights of space trusses as the design variables,and the weight of structures as the objective function.After a lot of calculation,the parameters of optimal cantilever lengths and heights of space trusses supported by four columns are presented.  
        
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    • Guo Xianhu
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.012
      摘要:By introducing the span-to-height ratio,this paper deduces wo evaluating equations of shear strength of simple reinforced concrete beamwith stirrups and under uniform loads.This makes the shear stressing concept consistent with the evaluating equations,thus improves the evaluating equationsof shear strength of the New Code.Two equations are provided with auto-regulating function on shear strength for a cross section of beam.They aresimple and convenient in evaluation.The working time used for design is not increased and 10% of stirrups is economized in frequent conditions of span-to-height ratio.  
        
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    • KUHN-TUCKER SADDLE POINL THEOREM OF NONCONVEX PROGRAMMING ON HILBERT SPACE

      Pu Yun
      Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.013
        
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    • Vol. 11, Issue 3, (1989) DOI: 10.11835/j.issn.1674-4764.1989.03.014
        
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