pile capping 中文意思是什麼
pile capping
解釋
椿承臺-
Analysis for the internal force of pile capping beam considering continuity of soil mass
考慮土體連續性的樁基承臺梁內力分析 -
Due to the complexity of the behavior of pile capping beam widely used in the construction, the inverted continuous beam method is usually adopted in design methods to simplify the computation
條形樁基承臺梁在我國現代建築工程中應用極為普遍，其設計計算大多採用倒置的連續梁模式進行簡化計算。 -
Consequently, on the basis of non - winkler foundation model, a finite - element method that utilizes foundation flexibility matrix into iterative calculation is proposed in this paper originated from the item " the optimal design theory and research of pile capping beam " sponsored by natural science fund of hunan province, which the continuity of soil mass can be accounted for under various boundary conditions, different loadings and irregular beam characters
本文結合湖南省自然科學基金項目「樁基承臺梁優化設計理論與方法研究」 ，針對非文克爾地基（半空間、線性變形層或單向壓縮層地基模型等）上的樁基承臺梁，提出一種利用地基柔度矩陣來進行迭代的有限單元法，可充分考慮梁下土體的連續性，並對基礎與土體脫開、承臺梁截面變化、梁體邊界條件復雜、上部荷載類型變化以及梁下基樁承載力差異等情況進行分析計算。 -
In addition, the computer method is proposed to get the stochastic pile capacity and the random optimum analysis is done in virtue of the genetic algorithm which can easily think over the influence of the randomness of pile capacity on the internal force of capping beam based on the thorough analysis about the primary factors influencing the randomness of pile capacity. an optimization program is worked out for the analysis which can consider the pile - soil - cap interaction and the non - linear character of the foundation soil
此外，本文對影響基樁承載力差異性的主要因素進行了深入分析，提出了基樁承載力隨機生成的計算機方法，並採用遺傳演算法對承臺梁內力進行隨機優化分析，可方便地考慮基樁承載力隨機性對承臺梁內力的影響，並開發出能考慮樁?土?承臺共同工作及地基土非線性特性的樁基承臺梁內力優化分析程序。 -
But this method could n ' t reflect the influence of the variance of pile capacity on capping beam internal force and the partaking of soil to the load. combined with the item " the optimal design theory and research of pile capping beam " financed by natural science fund of hunan province, a new method which can consider the pile - soil interaction and tide over the disfigurement of the winkler soil model is used to adjust the foundation base reactions in this paper. by this method, the proper solution about the internal force of capping beam can be achieved and the relative stiffness and the relative position of soil spring are thought out well
本文結合湖南省自然科學基金項目「樁基承臺梁優化設計理論與方法研究」 ，考慮梁下土體和基樁對承臺梁的共同作用，提出了能對梁下地基反力進行自動調整的一種新型方法，其克服了文克爾地基模型所存在的缺陷，該法在調整過程中，充分考慮了梁下各土體彈簧之間的相對剛度，相對位置，更接近承臺梁的實際工作情況，有利於獲得承臺梁內力的正確解答。 -
Hi addition, with regard to the computation of the maximum / minimum moment, shear force, settlement and foundation reaction of pile capping beam, the randomness of both pile capacity and foundation modulus are statistically analyzed in virtue of the method ? monte carlo. accordingly, the random probability analysis of the internal force of pile capping beam can be achieved
並通過蒙特卡洛（ montecarlo ）法對基樁承載力、土體基床系數的隨機性進行統計分析，獲得了承臺梁彎矩、剪力、沉降以及基底反力的最大（小）值，從而實現了樁基承臺梁內力計算的隨機概率分析。 -
Corresponding exploited computing procedures are introduced in this paper. furthermore, significant conclusions that can be applicable in practice are also summarized, after contrasting the datum from engineering instances and laboratory model tests, statistically analyzing the differences between dissimilar distributions of pile rigidity, different variance coefficients and various relativity, and probing into manifold factors determining the internal force distribution of pile capping beam and correlative principles
最後，本文結合工程實例及模型試驗結果，對幾種地基土模型進行了比較計算，並對不同基樁剛度分佈、不同變異系數，以及不同相關性等進行了大量的統計分析，對影響承臺梁內力的各種影響因素及其規律進行了探討，得出了一些可用於指導工程實踐的重要結論。 -
At last, the comparative calculation and the random optimum analysis about differences between dissimilar distributions of pile rigidity, different variance coefficients and variance relativity were done with the datum from engineering instances. some significant conclusions are also made from the discussing of the factors influencing pile capping beam the internal force
最後結合工程實例，進行了比較計算，並對不同基樁剛度分佈、不同變異系數、以及不同相關性進行了隨機優化分析，對影響樁基承臺梁內力的各種影響因素及其規律進行了探討，得出了一些重要結論。
分享友人