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Professor Zhmochken chooses cantilever beam as a basic structure for beams on elastic foundations. In his opinion, it is inconvenient to use a simple beam as a basic structure. The calculation of deflection constants is thus involved, and one kind of beam can not be used to represent all kinds of beams on elastic foundations.In this paper the writer tries to use a simple beam with two cantilevers as a basic structure. On the one hand by changing the panel number of cantilevers, one kind of beam may be...

Professor Zhmochken chooses cantilever beam as a basic structure for beams on elastic foundations. In his opinion, it is inconvenient to use a simple beam as a basic structure. The calculation of deflection constants is thus involved, and one kind of beam can not be used to represent all kinds of beams on elastic foundations.In this paper the writer tries to use a simple beam with two cantilevers as a basic structure. On the one hand by changing the panel number of cantilevers, one kind of beam may be used to represent all kinds of beams on elastic foundations. On the other hand, the deflection constants computed by the writer are given in the appendix, so the designer may use these constants as easily as he uses Professor Zhmochken's constants. With such a modification the number of normal equations is reduced by two to four.Besides, a method of solving normal equations by utilizing the property of reactive pressures between beams and foundations is suggested. All the normal equations may be solved combinedly by the method of eliminations and successive approximations. Two cycles are usually sufficient for the ordinary purpose.

本文系对苏联学者石氏关於彈性地基梁之理論作了适当的补充。石氏选悬臂梁作为彈性地基梁之輔助結構,本文則选二端附有悬臂之簡支梁。如是,寻求梁与地基之間的反力时,共用於建立法方程的工作,大致与石氏同,而用於求解該項方程的时間,則可大为縮短。

A project for studying the seasonal variation of the planktonic organisms in the near-shore water of Tsingtao was started in March of 1953. Both quali- tative and quantitative samples have been collected since then at weekly inter- vals as regularly as possible. The present paper is a preliminary report of the results obtained for the first three years (March 1953 to February 1956). Spe- cial attention was paid to the seasonal variation in composition and number of planktonic diatoms. It was found that the...

A project for studying the seasonal variation of the planktonic organisms in the near-shore water of Tsingtao was started in March of 1953. Both quali- tative and quantitative samples have been collected since then at weekly inter- vals as regularly as possible. The present paper is a preliminary report of the results obtained for the first three years (March 1953 to February 1956). Spe- cial attention was paid to the seasonal variation in composition and number of planktonic diatoms. It was found that the most dominant species of the planktonic diatoms in our collections belong to the genera Rhizosolenia, Coscinodiscus, Thalassionema, Leptocylindrus, Chaetoceros, Skeletonema, Melosira, Eueampia, Asterionella, Nitzschia, Thalassiothrix, Ceratulina and Thalassiosira. The monthly occurrence of the different species was noted and compared with that reported for Amoy by professor Chin (1955) . Enumerartion of the diatoms in the quantatitive samples was made and the results were presented in tables and graphs, showing that the average number of cells was highest in September and lowest in April and May. Seasonal variation of environmental conditions was reviewed and correlated to the seasonal variation the planktonic diatoms. A new method for the study of seasonal variation of planktonic diatoms was suggested, emphasizing the physiological stats of different diatoms at the time of collection and their adaptive response to the environmental conditions. The result of a few experiments reported in the present paper showed that the new mgthod deserves further attention.

本文系作者根据1953年3月至1956年9月在青岛所采的海洋浮游生物的定性和定量标本而作的青岛近海浮游矽藻季节变化的初步报告。全文包括四个主要内容。第一部分为青岛海洋浮游矽藻种类记录补遗。一共列出青岛以前未有报告的种或变种共23个,其中有七个为我国沿海首次记录。第二部分为青岛各月近海浮游矽藻的主要组成。文中首先指出,青岛近海浮游矽藻中,以个体数目来看,最多有Rhizosolenia,Coscinodiscus,Thalassionema,Leptocylin-drus,Chaetoceros,Skeletonema,Melosira,Eucampia,Asterionella,Nitzschia,Thalassiothrix,Ceratulina,Thalassiosira等属。其次将各属矽藻的主要种类和出现月份加以敍述,最後并与厦门港的海洋矽藻组成做了比较。第三部分为青岛近海浮游矽藻数量的季节变化。结果示明,青岛近海浮游矽藻数以9月最多,4、5月最少。6、7月数量上升,8月稍挫,9月高峰後,显著下降。12月至2月间有一次增加。文中并将青岛一般海洋环境的季节变化和食植浮游动物及双鞭毛虫的数量变化做了分析和对照...

本文系作者根据1953年3月至1956年9月在青岛所采的海洋浮游生物的定性和定量标本而作的青岛近海浮游矽藻季节变化的初步报告。全文包括四个主要内容。第一部分为青岛海洋浮游矽藻种类记录补遗。一共列出青岛以前未有报告的种或变种共23个,其中有七个为我国沿海首次记录。第二部分为青岛各月近海浮游矽藻的主要组成。文中首先指出,青岛近海浮游矽藻中,以个体数目来看,最多有Rhizosolenia,Coscinodiscus,Thalassionema,Leptocylin-drus,Chaetoceros,Skeletonema,Melosira,Eucampia,Asterionella,Nitzschia,Thalassiothrix,Ceratulina,Thalassiosira等属。其次将各属矽藻的主要种类和出现月份加以敍述,最後并与厦门港的海洋矽藻组成做了比较。第三部分为青岛近海浮游矽藻数量的季节变化。结果示明,青岛近海浮游矽藻数以9月最多,4、5月最少。6、7月数量上升,8月稍挫,9月高峰後,显著下降。12月至2月间有一次增加。文中并将青岛一般海洋环境的季节变化和食植浮游动物及双鞭毛虫的数量变化做了分析和对照,又将青岛和厦门港两地海洋浮游矽藻数量变化做了比较。第四部分为矽藻数量季节变化研究方法的一个新建议。文中略述了矽藻数量季节双化研究中的主要问题,并建议加强关於矽藻对於生活条件改变的适应回答的研究,以期能更好地揭露矽藻数量变动的规律。最後,文中介绍了作者所进行的测定矽藻质量的实验初步的结果。

The graphical method of virtual forces for determining the stability of slopes and foundations presented in this paper is based on the consideration of the statical equilibrium of the mass above any trial surface of failure. The method may be considered as an improvement of those proposed by H. Raedschelder Ghent and Professor Arisdocky (B. B. —U. S. S. R.), and is simpler and more reasonable than the "method of slices" which has been long used in our design work.When applied to determine the stability...

The graphical method of virtual forces for determining the stability of slopes and foundations presented in this paper is based on the consideration of the statical equilibrium of the mass above any trial surface of failure. The method may be considered as an improvement of those proposed by H. Raedschelder Ghent and Professor Arisdocky (B. B. —U. S. S. R.), and is simpler and more reasonable than the "method of slices" which has been long used in our design work.When applied to determine the stability of foundations, the method gives the same correct result as the method of Professor Grishin, but is simpler in application.

本文提出一个按圆柱形滑动面的假定来确定土坡稳定性的图解法,供研究参考。这个方法是参考H.Raedschelder Ghent(Belgium)土坡稳定分析的图解法及苏联B.B.阿利司朶斯基教授的土坡稳定计算法而推导出来的。在理论上,它比目前国内工程设计中仍在采用的条分法合理,而在运用上,它又比条分法以及上述的H.Raedschelder Ghent和B.B.阿利司朶斯基教授的方法简便,如果把这个作图法用之于地基稳定分析。它还能代替格立兴教授的地基稳定分析法,其方法较简易,而精确度并不差。

 
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