高層建築基礎 的英文怎麼說

中文拼音 [gāocéngjiànjīchǔ]
高層建築基礎 英文
tall building foundation
  • 高 : Ⅰ形容詞1 （從下向上距離大; 離地面遠） tall; high 2 （在一般標準或平均程度之上; 等級在上的） above...
  • 層 : i 量詞1 （用於重疊、積累的東西 如樓層、階層、地層） storey; tier; stratum 2 （用於可以分項分步的...
  • 建 : Ⅰ動詞1 （建築） build; construct; erect 2 （建立; 設立; 成立） establish; set up; found 3 （提出;...
  • 築 : 築名詞（貴陽的別稱） another name for guiyang
  • 礎 : 名詞（墊在房屋柱子底下的石頭） plinth
  • 高層 : high-rise
  1. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  2. Based on the previous theoretical analysis, two practical projects of pile - raft foundation of high - rise building on soft ground are studied by using the software of pile - raft foundation interaction analysis program pogap. the choice of standing layer for pile, the rational compression modulus of soil under pile, the place of pile and the space between piles, and the reasonable thickness of plate are analyzed, some well - regulated conclusions can be achieved. an experiential equation for choosing the optimal thickness of plate is also given

    根據以上分析，結合兩個軟弱地基上高層建築樁筏基礎的工程實例，利用浙江大學巖土工程研究所編制的pogap樁筏基礎共同作用分析軟體，就樁端持力層的選擇，樁端下臥層壓縮模量合理選值，樁位及樁間距的確定，筏板厚度的合理取值等問題展開分析，得出了一些規律性的結論，提出了筏板最佳板厚取值的經驗公式。
  3. This result has practical significance. in this paper ' s theoretical section, base on current shrinkage and creep calculational methods, analysis to the experiment project and tall building structure examples were made, and then the influence of shrinkage and creep to structure stress was put into discussion ; moreover, an fea program was compi led to calculate shrinkage and creep strain considering construction process, and through a tall building instance, the influence to tall frame structure stress was analyzed

    本文的理論部分在現有收縮徐變計算方法的基礎上對本試驗工程和高層建築結構進行了算例分析，通過與彈性計算值的對比，討論了收縮徐變對結構內力的影響，以及計算收縮徐變時是否考慮鋼筋和施工過程對結果的影響；本文還編制了考慮施工過程收縮徐變的有限元程序，並進行了算例分析。
  4. Designing bases of high rising buildings

    高層建築基礎設計
  5. Chapter2 is aim at estabilishing a suit of effective methods for wind effect analysises, including the mechanical model, the analytical approach, the experimental technique and the application of experimental results to real tall buildings, which are not only applicable for all the types of high - rise buildings without the limitations in the previous theories, but also conductive to further investigation of the wind - resistant capabilities and dynamic behaviours

    在前人研究的基礎上本文進一步完善了高層建築的抗風理論。第三章系統地討論了大氣邊界層的風洞模擬問題。對大氣邊界層內風的一些特性以及大氣邊界層模擬中的相似準則進行了闡述，對模擬的設備和方法進行了說明。
  6. Three parts, upper structure, groundsill and foundation in high - rise buildings are in a full system with interaction

    高層建築的上部結構、地基、基礎處於一個共同作用的完整系統中。
  7. The results from this paper will permit one to predict by a fire - new and full - scale point of view the problem of interaction of the upper structure, groundsill and foundation in high - rise buildings

    本研究的結果將使人們站在一個嶄新的、全面的角度來看待高層建築的上部結構、地基、基礎共同作用的問題。
  8. Based on the research of the influence between the building and it ' s environment, and from the angle of city and architecture design, the thesis aims to exploring the features of the tall building in hilly city. the thesis is expected to provide some instractive reference that we will make use of to our tall building construction in hill city

    本文以研究建築與環境間互動關系為基礎，從城市及建築設計的角度探討山地城市中高層建築設計的特性和形成機制，期望從中總結一定的規律，為我國山地城市高層建築創作活動的開展提供有益的參考和借鑒。
  9. Experience of sunk well construction in the basis of basement

    高層建築地下室基礎沉井施工經驗淺談
  10. According to the development of the society and economy, pile foundations have played more and more important effects in the development of modern civil engineering. at present, pile foundations in the offshore petroleum platforms, super high - rise buildings and long span bridges, should not only bear vertical loads but also accept horizontal loads to adapt high, heave, large buildings

    目前我國海洋石油平臺、超高層建築、大跨度橋梁等中所使用的樁基礎不僅能承受巨大的豎向荷載，而且能承受較大的水平荷載，以適應現代建築物高、重、大的要求。
  11. Determinate method for base plank thickness of tall structure with annex

    帶裙房高層建築基礎筏板厚度確定方法
  12. In this paper, the first, based on the mechanism of concrete crack, the cause, main factors, and measures are analyzed. the second, temperature field of mass concrete is theoretically studied. the results simulated from fem software ansys indicates that interaction between concrete and soil should be considered enough when mass concrete temperature field of foundation in high - rise building is calculated

    第二，對大體積混凝土的溫度場進行了理論研究，運用大型有限元軟體ansys模擬的結果表明在計算高層建築基礎大體積混凝土的溫度場時要充分考慮混凝土與土壤之間的相互作用，並確定了高層建築基礎大體積混凝土溫度場計算時的水化系數的取值范圍。
  13. And the choice range of hydration coefficient is determined on calculating mass concrete of foundation in high - rise building. at last, combining the test data with the ansys result, some measures about crack - control in construction are summarized. it can be referred to the study on mass concrete of foundation in high - rise building for interaction between concrete temperature field and soil temperature field considered, choice range of hydration coefficient determined, and measures about crack - control in construction summarized in this paper

    最後，結合現場監測的數據和ansys計算的理論值，對高層建築基礎大體積混凝土的溫度裂縫的控制提出了有效的控制措施本文提出考慮混凝土與土壤相互作用的溫度場，確定的高層建築基礎大體積混凝土溫度場計算時的水化系數的取值范圍以及建議的現場溫度裂縫的控制措施，對今後建築工程大體積混凝土的研究具有一定的參考價值。
  14. The application of half pile technology to foundation construction of high - rise buildings

    半樁技術在高層建築基礎施工中的應用
  15. Development and application of base isolation technology for high - rise buildings in japan

    日本高層建築基礎隔震技術的開發和應用
  16. The design of high - rise building foundation is a complicated project, covering many uncertain factors

    高層建築基礎設計是一個復雜的系統工程，涉及的因素眾多。
  17. Based on the artificial intelligent and the decision support system, the intelligent decision support system ( idss ) provides designers to deal with the problem

    人工智慧與決策支持系統理論的發展，使得將智能決策支持系統理論用於高層建築基礎選型及設計領域成為可能。
  18. The main work and conclusions in the paper are as follows : the author has researched deeply all the effects of high - rise building foundation scheme, and built a foundation scheme knowledge base

    主要工作及結論如下：深入研究了高層建築基礎選型有關的各種影響因素，並由此建立了一個基礎選型知識庫。
  19. On the basis of large numbers of information from calculation, the deformation rule of settlement of the groundsill, the diffusing range of load of the tower, and the deformation characters of the foundation and groundsill, and the distributing rule for resisting force of fundus are summed up. and some suggests are given out about design of the foundation in high - rise buildings when using analytic method of interaction

    基於大量的計算數據，本文總結出了在荷載作用下，地基的沉降變形規律，塔樓荷載擴散范圍，地基基礎的變形特徵，以及基底反力的分佈規律，對高層建築基礎設計中採用共同作用分析方法提出了具體的建議。
  20. On the basis of the theory of high - rise building foundation scheme and design, making use of the technology of expert system ( es ), the artificial neutral nets ( ann ), and the decision support system ( dss ), exercising the theory of object - oriented programming ( oop ), the author has produced a tall building foundation intelligent decision support system ( tbfidss ), which can support designers to scheme and design the foundations. it is proved to be practical, reasonable and effective by the test

    本文在深入研究高層建築基礎選型及設計知識的基礎上，藉助專家系統（ es ） 、神經網路（ ann ） 、決策支持系統（ dss ）等理論，利用面向對象技術（ oop ）研製開發出一個能夠輔助工程設計人員進行基礎選型及設計的智能決策支持系統? ?高層建築基礎設計智能決策支持系統（ tbfidss ） ，並通過工程實例驗證了該程序的實用性、有效性、可靠性。
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