elastic semi-infinite foundation 中文意思是什麼

elastic semi-infinite foundation 解釋
彈性半無限地基
  • elastic : adj. 1. 有彈力[彈性]的。2. 伸縮自如的,靈活的。3. 機變的,輕快的。n. 橡皮線,松緊帶,橡皮圈。adv. -ally
  • semi : n. 1. 〈口語〉=semitrailer. 2. 〈英俗〉半獨立式住宅。
  • infinite : adj (opp finite)1 無限的,無窮的,廣大無邊的。2 無數的,許許多多的。3 【語法】非限定的,不受人...
  • foundation : n 1 建設,創設,創立。2 基礎,根本;根據;地基,地腳。3 基金;捐款;用捐款創辦的事業;慈善機關;...
  1. This paper focuses on the problem of semi - infinite elastic body filled with the material which behaves differently in tension and compression. the contents include : ( 1 ) the solution of elasticity theory for the material incapable in tension is established by introducing heaviside function ; ( 2 ) the solution of elasticity theory with different modulus in tension and compression is established based on the solution of elasticity theory for the material incapable in tension and mindlin ' s solution ; ( 3 ) the solution of elasticity theory with different modulus in tension and compression is employed to analyze the stress of pile foundation ; ( 4 ) the solution of elasticity theory with different modulus in tension and compression is employed to analyze the settlement of pile foundation

    本文考慮材料的拉壓性能不同的特點,對半無限空間內部作用豎向集中力問題進行了新的研究,做了如下工作: ( 1 )引入heaviside函數,建立了不能承受拉應力材料的彈性理論解; ( 2 )基於不能承受拉應力材料的彈性理論解和mindlin解,建立了拉壓模量不同材料的彈性理論解; ( 3 )將拉壓模量不同材料的彈性理論解應用於樁基應力分析; ( 4 )將拉壓模量不同材料的彈性理論解應用於樁基沉降分析。
  2. As for dam ' s dynamic properties in condition of elastic foundation, author uses mapping infinite element, which can reflect displacement ' s property of diminishing in semi - infinite materials. through exchanging data between three analytic software - matlab, ansys, fortran, dynamic properties of dam is computed in condition of elastic foundation. and then the dynamic displacement curve is obtained under the load of earthquake with the method of newmark - b

    對于彈性地基情況下壩體的動力特性,作者採用了能夠反映半無限域介質中位移衰減特性的映射無限元,通過matlab 、 ansys 、 fortran三種計算軟體之間數據交換得出了彈性地基下壩體的動力特性,並通過自編newmark -法程序計算了壩體在地震荷載作用下動位移響應。
  3. The paper research the influence to dynamic property and earthquake response of dam which is situated in yuankou, guangxi, brought about by foundation - dam interaction. the study is based on theories of finite and infinite element, at the same time combining the principle of elastic semi - space

    本文從有限元、無限元原理出發,結合彈性半空間理論,以廣西源口拱壩為例,研究了地基基礎與壩體相互作用對壩體動力特性的影響。
  4. The main studies were as follows. 1. discussing the features of the calculation method of sluice structures, such as winkler foundation semi - infinite elastic foundation multilevel elastic foundation finite depth elastic foundation piling foundation and common spatial foundation

    主要研究內容有: 1探討了水閘結構計算中文克勒地基、半無限大彈性地基、多層彈性地基、有限深彈性地基、樁基和一般空間地基的特點,並對各種地基模型對計算結果的影響作了研究分析。
  5. However boussinesq solution based on semi - infinite elastic space model is still applied to calculate additional stress and settlement in foundation. to resolve the problems of layered soil, some advanced study has been done

    而目前計算地基附加應力和沉降多是基於均質各向同性半無限彈性體的boussinesq解,為了很好地解決成層地基模型的計算問題,許多學者已經致力於這方面的研究。
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