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of the foundation obtain the value of ksc for a series of micro springs, where n is the integer number of2the width in meters. Uach spring was licated

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capacity of shallow foundation is proposed. This procedure employs the Terzaghi-Prandtl model of general shear failure. In this paper, the roughness

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[機械與機電工程學系暨研究所] 期刊論文
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淡江大學機械與機電工程學系 劉昭華 Liu, Chao-hwa Wang, D. M. Analysis of a cracked beam-column on an elastic foundation Inderscience beam-column, computational

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[航空太空工程學系暨研究所] 會議論文
CNKI
Yi-Ren Wang, Bo-Ruei Lai and Shin-Ting Huang Nonlinear effects on moving string rested on nonlinear elastic foundation Nonlinear dynamics, String

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Chang, Der-wen A two-dimensional hyperbolic spring model for mat foundation in clays subjected to vertical load clay soil;hyperbolic function;mat

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祝錫智 ,  1996
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淡江大學土木工程學系 祝錫智 計算淺基礎承載力的一個近似方法 An Approximate Method for Computation of Bearing Capacity of Shallow Foundations 淺基礎;承載力;近似方法;Shallow foundation

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運動文化研究 3，頁 41-83
淡江大學體育室 林玫君 胡文雄 徘徊於「中國化」當中--首屆臺灣省運動會的成立與運作 Wondering among "Sinicization": The Foundation and the Development of the First Taiwan Province Sports

309.  Natural Law, Natural Rights, and Philosophical Foundation of American Political Culture

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淡江大學公共行政學系 林聰吉 Lin, Tsong-jyi Natural Law, Natural Rights, and Philosophical Foundation of American Political Culture 自然法、自然權利及美國政治文化的哲學基礎 淡江大學公共行政學

310.  垂直荷重下的淺基礎承載力

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[土木工程學系暨研究所] 期刊論文
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淡江大學土木工程學系 祝錫智 垂直荷重下的淺基礎承載力 Bearing capacity of shallow foundation under vertical loads 中國土木水利工程學會 承載力; 垂直; 淺基礎; 荷重 1993-06 zh_TW 中國土木水利工程學刊5(2)，頁