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- Furthermore, a mass of numerical calculations of the internal force of pile group under different magnitude and obliquity loads is made by the program. 此外，采用本文程序對不同荷載量級及傾角下群樁基礎的內力進(jìn)行了大量的數值計算。
- According to the laboratory measurements of velocity and water level which were obtained before and after seting up of pile group. 通過(guò)對河道修建高樁碼頭前、后的流速分布及水位試驗分析得出:隨著(zhù)樁群長(cháng)度的增加,同一根垂線(xiàn)上的流速分布趨于均勻。
- Thereinto, the factor of the form of collocating steel affecting the ultimate loads of pile cap is distinct and can not be ignored. 從承臺的荷載與混凝土應變關(guān)系曲線(xiàn)，厚承臺受力超過(guò)彈性階段后的變形規律可以看出，平均應變平截面假定在厚承臺中是不成立的。
- The suitability of the models was examined by simulated load test of pile group of 4 piles model. 對4樁基礎模型試驗結果進(jìn)行了擬合分析，驗證了計算模型的適用性；
- Creep reduction factor of geosynthetics 土工合成材料的蠕變折減系數
- reduction factor of soil strength 強度折減系數
- It was mentioned that pile group could be comprised of piles with various lengths, radiis and stiffness modulis.Raft with any shape and depth could be studied accurately. 該方法可以分析由任意樁長(cháng)、樁半徑和剛度特性的樁群以及任意厚度和幾何外形的筏板組成的豎向受荷樁筏基礎。
- This matrix could be used to analyze both displacement and shear force along the depth of piles in long-short pile group without discretization of the soil or piles. 應用該方法時(shí),樁體不需要劃分單元,而且對于不同長(cháng)度的樁組成的群樁基礎具有分析過(guò)程的不變性和最終剛度矩陣大小的不變性。
- The irreducible tensor basis method was used to calculate the irreps of SO(N) and the basic tensor type reduction factors of the irreps in the reduction SO(N)?SO(N-1). 利用不可約張量基方法 ,得到了正交李代數 SO(N)的不可約表示和 SO(N) SO(N- 1)張量型基礎約化因子的解析表達式 ,并在此基礎上編制了相應的 Mathematica計算軟件。
- Abstract:Moments on basement foundation beams considering rigid zone of pile caps and pulling resistance of piles are analyzed.Reduction factor of midspan moment is gained. [提要]在考慮地下室基礎承臺剛域及抗拔樁布置的情況下，對基礎梁的彎矩計算進(jìn)行分析推導，得出了跨中彎矩的折減系數計算公式。
- Analysis of Pile Group Effect Under Lateral Loading 橫向荷載群樁效應分析
- The determinate factor of our economy is to control inflation. 我們經(jīng)濟的決定性因素是控制通貨膨脹。
- On load displacement characteristics of pile group 群樁荷載位移特性研究
- Time Effect on the Settlement of Pile Group 樁基沉降的時(shí)效分析
- Proved the appearance of the efficiency of pile groups and together got thecharacter of the changing of Ux,Uy and Sx by comparing with the four modelsmentioned above. 通過(guò)單樁-土體模型分別與兩樁-土體模型和三樁-土體模型 Ux、Uy、Sx的對比,證明了群樁效應的產(chǎn)生,并得到了群樁 Ux、Uy、Sx的變化特點(diǎn);
- This is the basic factor of the advance in price. 這就是漲價(jià)的基本原因
- Another social factor of significance is education. 另一個(gè)積極的社會(huì )因素是教育。
- Study on Load Carrying Behavior of Pile Group Based on Tests 基于試驗的群樁基礎承載性狀研究
- If X is doubled, Y is increased by a factor of 4. 若X增加到兩倍，則y增加到四倍。
- Development in study of pile group subjected to lateral loads 承受水平荷載群樁研究進(jìn)展
