析樁架 的英文怎麼說
中文拼音 [xīzhuāngjià]
析樁架
英文
piling frame-
In order to evaluate the stability of the upper structure of the cross and the pillar - soil compound foundation, and provide more theoretical bases for design and construction of this type of jacking frame - overhead cross in future, the 2d fem analyses for bearing - deformation of the frame structure of the cross and the pillar - soil compound foundation are carried out, and some relevant conclusions are obtained
為了評判該立交橋上部結構與樁-土復合地基的穩定狀態，同時為今後此類型頂進框架立交橋的設計與施工提供更多的理論依據，對該立交橋的框架結構與樁-土復合地基的承載變形進行了平面有限元分析，取得了相應的認識。The domestic and abroad research about retaining structure with double - row piles is summarized, and its disadvantages are shown in this paper. two - dimensional nonlinear plane - strain fern analysis, which emphasizes the pile - soil interaction, is developed for portal water injection sheet piles with the software ansys
本文在總結國內外對雙排樁支護結構的研究現狀的基礎之上，結合通用有限元軟體ansys ，對門架式水力插板樁進行了二維非線性平面應變有限元分析，就其中的關鍵問題? ?樁與土的共同作用進行了研究。Treating the soil as a two - phase mixture and considering the interactive influence of seepage and solid deformation, this paper analyzes the dynamic impedance of group piles in layered saturated porous media by indirect boundary element method and investigates the effects of pore fluid in saturated soils on dynamic impedance of piles
摘要將飽水軟土地基視為兩相介質，考慮水的滲流和土骨架變形的耦合作用，用間接邊界元法分析層狀飽水軟土地基中橫向受荷群樁動力阻抗，探討飽和土中孔隙流體對飽和土中橫向受荷群樁動力阻抗的影響。This paper compares the spatial calculation of piled wharf with simplified plane bent structures ' calculation through selected models, and analyzes the effect on the simplified transverse beam at different location of the crane, so as to obtain the distribution rule and empiric coefficient of crane load
摘要通過所選模型進行高樁碼頭結構空間計算與簡化的平面排架計算對比，分析門機不同位置時傳遞到所簡化橫梁的作用效應，從而得出門機荷載的傳遞分配規律及傳遞的經驗系數。Contrast with the results, the dissertation discover that in the three type foundation of strip foundation, raft foundation and pile - raft foundation, the structure system with strip foundation has large deformation and forces variation ; the structure system with pile - raft foundation show mini different contrast with the norm calculation
對比分析了條形基礎、筏板基礎及樁筏基礎等三種基礎形式下土與交錯桁架結構體系共同作用的反應，指出條形基礎的交錯桁架結構體系變形及內力會產生較大變化，樁筏基礎的交錯桁架體系變形與不考慮共同作用的常規計算結果較為接近。Application of strengthening rc - frame - beam by rs - jyc static load testing amp; analysis system of pile foundation
樁基靜載荷測試分析系統在鋼筋混凝土框架梁加固中的應用When the axial loads on piles are not considered, contrast with the considered one, the first and the second natural periods are mainly effected, from which conclusions can be drawn that the axial loads affection is obvious to the construction system considering relaigh damp
通過計算分析發現，考慮軸力的樁基礎阻抗主要影響前兩個周期，當採用relaigh阻尼的結構體系計算時考慮樁基礎軸力明顯影響交錯析架體系的動力特性。5 ) the method to calculate the natural periods of staggered truss with sshsti with raft - pile foundation is decided, and the natural periods of staggered truss with column foot fixed and sshsti with raft - pile foundation are calculated and investigated
5 ）明確了計算地基及樁筏基礎共同作用時固有周期的計算方法，計高層鋼結構交錯析架體系一與地基基礎共同作用研究算研究了交錯析架體系柱腳固定時和地基及樁筏基礎共同作用時體系的各個固有周期。Finally, based on the principle of interaction between soil and structure, the program for tall frame and pile interactive analysis has been coded in c + + builder. this program aided by tat, considering the change of beam height, analyzes a tall frame on two different pile foundations
針對分別支承在兩種不同型式的樁基上時的某高層框架結構，利用所編程序結合tat軟體對空間框架進行了內力計算，並對梁高等因素進行調整，分析其對共同作用的影響。Therefore, it is no time to delay that refining the design method of tall buildings. in this paper, tall frame and layered soil are treated as a single continuous system and an interactive analysis method is presented using finite element method and finite layer method. the settlement of foundation and the internal force of the frame are calculated with different stiffness of the superstructure
本文基於共同作用分析法研究高層框架和樁基礎的設計，即將高層框架與樁基礎視為一個統一的整體，採用有限元和有限層法進行共同作用分析，研究了上部結構剛度變化等因素對基礎沉降與框架內力的影響，並與常規設計法進行了比較分析，為改進和提高框架結構設計的安全和經濟提供了依據。Finite element analysis of pile holder reconstruction of
樁架改造方案的有限元分析In the analysis of this paper, tall frame is divided into space beam element, layered foundation is divided into finite layer, and the stiffness of a single pile is determined by q - s curve
本文分析時將空間框架離散為空間桿件單元，將成層地基離散為有限層元，採用q - s曲線確定單樁剛度，建立了考慮空間框架與樁基共同作用的有限元和有限層模型。分享友人