foundation base 中文意思是什麼

foundation base 解釋
基礎底；地基底
  • 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；...
  • base : n 1 基底，基，根基，底座；底層，底子；（紀念碑等的）基址；（山）麓。2 【軍事】基地，根據地。3 根...
  1. Combined with the foundation research ( avigation science fund 04d52032 ) ” study on cfar detecting expert system base on clutter tracking ”. this paper study the fractal technic and snake algorithm on the application of clutter tracking. it proved that the method was effective by the algorithm which adapt to the real and simulant clutter data

    本課題結合航空科學基金「基於雜波跟蹤融合的恆虛警檢測專家系統研究」 ，研究分形技術和snake演算法在雜波跟蹤中應用，設計了相應的演算法，通過分析真實數據和模擬數據驗證了演算法的有效性。
  2. The feature of the thesis is that the author does a deep thought and study in specific characteristics of real estate, combined with the actual need of reai estate after china ' s joining in wto. on the base of the above, the author also does a deep and all - round analysis of specific characteristics of real estate management, the thirst for financing and its ways and measures for choice, and baldly puts forward the reforming route of financing organization and measures in real estate, the strategy of marketing mix, the foundation of real estate management system and perfection of regulations in real estate, all of which appear weak in china ' s real estate market at present

    本文的寫作特色在於，緊密結合中國加入們後房地產業發展的實際要求，認真思考並深入研究了房地產業自身的特殊性，並以此為切入點和突破日，全面深入地剖析了房地產市場管理的特色、對融資的饑渴和可供選擇的融資渠道及方式；大膽而又嘗試性的提出了房地產融資機構、手段的改革思路、市場營銷組合策略的運用及房地產經營管理體系的構建和行業規范等現實中國社會尚顯薄弱的對策及主張。
  3. It expounds the origin of bankruptcy administrator system, gives a general introduction to specific bankruptcy administrator system of such countries like germany, japan, us and uk, etc, and makes summaries and comments on the history and status quo of our bankruptcy administrator system, thus it provides a solid theoretical foundation for the following discussion. in the second section, the author discusses the nature and status of bankruptcy administrator. on the basis of introduction, comparison and evaluation of various theories of legal systems of civil law and common law, this paper comes up with the view point that it is appropriate for china to establish the bankruptcy administrator system with the trustee system as its core, it redefines the bankruptcy administrator and provides theoretical base point for the perfection of the bankruptcy administrator system in china

    本文的第一部分從考察破產管理人制度的歷史沿革入手，在闡釋了破產管理人制度的起源之後對德、日、美、英等國各具特色的破產管理人制度進行了總體的介紹，並對我國破產管理人制度的歷史和現狀進行了綜述和評介，為展開後文的論述提供了深厚的理論背景；文章的第二部分就破產管理人的性質和地位問題展開討論，在介紹、比較和評價大陸法系與英美法系關于該問題的各種學說基礎上，提出了我國宜以信託制度為核心，確立破產管理人制度的觀點，對破產管理人進行了定位，從而為後文完善我國破產管理人制度的構想提供了理論基點；最後，文章就如何完善我國破產管理人制度提出了一些構想，主要對破產管理人的選任和撤換、破產管理人的權利和義務、對破產管理人的監督機制等方面的制度建構和完善提出了一些具有現實意義的設想和建議。
  4. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後，對巖土工程領域至今尚未解決，甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討，提出了考慮地基變形的地基承載力上程計算方法；對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎（空間問題）的承載力界限荷載p _ （ 1 / 4 ） ，並與國內外土力學專著及地基基礎設計規范中的條形基礎（平面問題）的界限荷載p _ （ 1 / 4 ） ，進行了對比，從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況；根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作，本文以截頭錐模型模擬地基，對地基（巖基）承載力的動測法進行了研究，為各類地基（包括巖基） ，匯總了動力分析和檢測川的參數：針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題，從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討論；本文作者根據多年現場載荷試驗的工程實踐，對深井荷試驗裝置的核心部分? ?反力裝置，設計了側壁支撐反力加載系統，該加載系統具有實用、簡便、穩定及安個等優點。
  5. Now there are many inspecting method of compound foundation bearing capacity, but most of them are base on the static load test or the original place test to obtain the compound foundation bearing capacity. these methods are time - consuming and laboursome, and they ca n ' t give the compound foundation a wide - ranging, integral inspection and evaluation

    目前，關于復合地基承載力的檢測方法有很多，但大多採用靜載試驗或原位測試方法獲取復合地基承載力，費時費力，而且不能進行大面積、整體的檢測和評價。
  6. Firstly, through the theoretical analysis of the flexible - oared wind generator, mechanics model of this wind generator is created. then the formula about absorbing power of the wind generator is deduced, which is the foundation of base size being determined while different grades of the wind generators are designed

    首先，通過對柔性槳風力發電機原理分析，建立了該風力發電機的力學模型，並以這一力學模型為基礎，推導出了該風力發電機的吸收功率公式，以此作為設計不同功率柔性槳風力發電機時，確定其基本尺寸的依據。
  7. With the guidance of foundation theory such as geotechnical engineering, garden vegetation, pedology, soil magnetism and environment engineering and the base of slope ecological protection, this paper studies ecological material protection techniques which is suitable for abrupt rock slope

    本文以巖土工程、園林植被學、土壤學、土壤磁學、環境工程基礎理論為指導，以邊坡生態護坡理論為基礎，研究了適宜巖質陡邊坡生態恢復的生態基材護坡方法。
  8. Finally, with the help of the program written in asp language, the 3d model of denture, added up with of the human faces, was compounded to provide the preview, in the ways of both fixed and motion pictures. [ results ] 3d digital model of human natural teeth and the corresponding rpd components were successfully developed. with the data base governing the 3d digital model files set up, the program of application written in asp languages was compiled and tested to run without errors, completing the initial foundation of 3d - preview system for clinical and educational practice in prosthodontics

    平臺開發是利用三維編輯軟體3dsmax製作了正常天然牙列和口腔修復學中整鑄可摘局部義齒的各組成部件、精密附著體及其他的一些相關三維模型，建立了基於sql - server的數據庫管理系統，以供方便地調用各種三維模型，合成牙列和修復義齒三維模型，再引入人頭模型引擎，通過三維模型製作多角度平面渲染圖或四川大學碩士學位論文三維動畫，作為素材上傳數據庫供二級用戶調用。
  9. According to the calculation formula of the ratio of pile and soil of compound foundation bearing capacity, and base on the calculation formula of the ratio of pile and soil given in this thesis, the relation model of rayl eigh wave velocity and gravel pile compound foundation bearing capacity is deduced

    根據復合地基承載力應力比計算公式，基於本文提出的應力比計算模型的基礎上推導了瑞雷波速和碎石樁復合地基承載力之間的關系模型，建立了日本模型、武漢地區模型、下遼河平原模型三種模型的碎石樁復合地基承載力計算公式。
  10. Due to exceedingly flat arched vault of the flat tunnel with outsized span and renewed stress allocation in surrounding rock after excavation, which would inevitably induce some excessively large load on the base of arch, therefore, larger load - bearing capability in the is " foundation is a must. on the other hand, smooth face explosion must be applied to excavation of the arch base to further ensure the integrity and continuity of country rock around tunnel

    特大跨超淺埋隧道拱部結構過于扁平，開挖后發生二次應力分佈，拱腳處的應力過大，要求有較大的地基承載力，拱腳開挖時必須採用光面爆破，保證圍巖的完整性和不受擾動，開挖后及時封閉，防止該處積水軟化圍巖。
  11. Through the analysis we found that the effect will become more obviously with the increase of thickness or width of superstratum and the decrease of the coefficient of foundation bed ; ( 3 ) anisotropy and nonlinear elastic f. e. m. model has been established and the effect of stress dispersion in compound two - layer foundation was analyzed on the base of the model. from the analysis we can conclude that the coefficient of subsidiary stress dispersion will amplify with the increase of thickness or width or stiffness of back - up coat ; ( 4 ) the formula which can be used in conventional calculation has been deduced for calculating the coefficient of subsidiary stress dispersion and it also has been affirmed to be reasonable through the checking calculation ; the whole theory of compound two - layer foundation has been brought forward in this paper and it ' ll enrich the theory of composite foundation

    針對以上問題本文做了以下一些工作並得到若干結論： （ 1 ）提出了「復合雙層地基」的概念，並通過工程實例證明此概念的提出有其合理性和必要性； （ 2 ）用彈性地基梁理論證實了復合雙層地基確有應力擴散效應，且擴散效應隨上覆硬層厚度、剛度的增加而增大，隨下臥層基床系數的增大而減小； （ 3 ）建立了非線彈性、各向異性有限元模型，並以此為基礎分析了復合雙層地基的應力擴散效應，得到附加應力系數隨加固層厚度、寬度、剛度的增加而增大的結論； （ 4 ）推導了可用於常規計算的復合雙層地基應力擴散系數公式，並代入工程實例進行了驗證。
  12. In the last, silo structures or its base is simplified as suspensory beam, witch ca n ' t correspond with project practice o considering the interaction among bulk solid, structure and its foundation, a semi - analytic element method static and dynamic analysis on silo structures on elastic foundations is presented in this paper

    本文以某大型筒倉結構為例，考慮到散體、結構、地基的相互作用與影響，考慮地基與基礎及結構的耦合問題，採用半解析半數值的方法對彈性地基上的筒倉結構進行了靜、動力的分析計算。
  13. Due to the moving base existence of the minehunting and the frame structure characteristic of the sonar array, a new modeling thought in which the boat body coordinates is regarded as moving coordinates and the whirligig equation of sonar array compared with the self coordinates is founded on the basis of the euler ' s theorem and the coordinate transform is introduced. the dynamic equations of minehunting sonar array with the state matrix form are founded by settling the dynamic models with the vector form. so it offers theory foundation for analyzing the dynamic characteristic and designing robust control

    由於獵雷艇作為動基座的存在和聲納基陣的框架結構特點，提出了以艇體坐標系為運動坐標系，運用變形的歐拉定理和坐標變換建立聲納基陣相對自身坐標系的旋轉運動方程的建模思想；將所建立的矢量形式的動力學模型展開整理，獲得了狀態矩陣形式的獵雷聲納基陣動力學方程，為系統動力學模型的實用化奠定了基礎。
  14. 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。
  15. The comprehensive strength of architecture enhanced obviously, forming the layout with specialized supporting system, various kinds and all - round businesses integrating civil engineering, foundation base, equipment installation, decoration & fitment, road bridge, real estate development

    建築業綜合實力明顯增強，形成了土建、地基基礎、設備安裝、裝飾裝修、路橋、房地產開發等專業配套、門類齊全、全方位經營的格局，小城鎮建設也取得突破性進展。
  16. Study on parameters for asphalt pavement with semi - rigidity foundation base of macadam transaction layer structure

    碎石過渡層結構半剛性基層瀝青路面參數的研究
  17. First it briefly introduced the present sitration in miaoshan ectourism regions, detailed evaluated its ectourism regions resources and development condition. according to theory research of ectourism systematic planning, combined with miaoshan ectourist development resources condition, the thesis gave its overall tourist planning, the contend included general planning rules, divided function regions to this ectourism regions, landscape plannig, plotted and organized to this tourist item, in addition, the thesis gives a detailed introduce to tour service condition and foundation base planning, and also put forward the organize management and market management planning. last, the thesis made the synthetically assessment to miaoshan ectourism regions development

    首先，對廟山生態旅遊區現狀進行了簡要介紹，對該生態旅遊區的資源及開發條件進行了詳細評價；根據生態旅遊系統規劃理論研究，結合廟山生態旅遊開發的資源條件，做出該區的旅遊總體規劃，內容包括：規劃總則、生態旅遊區的功能分區、景觀規劃、旅遊項目策劃及組織，特別強調了環境保護規劃，另外對旅遊服務設施、旅遊基礎設施規劃，做了詳細闡述，並提出組織管理與營銷規劃；最後，對廟山生態旅遊的開發做出綜合評價。
  18. Application of vibration - punching crushed stone pile to treatment of soft foundation base for expressway

    振沖碎石樁在高速公路軟土地基處理中的應用
  19. The paper introduces the application of following new technologies in letan hydropower station construction and their effects : distributed optical fiber temperature test technology, cement paste grouting watertight technology, horizontal presplit blasting technology of foundation base

    摘要介紹分散式光纖溫度監測技術、水泥膏漿堵漏防滲技術和建基面水平預裂爆破技術在樂灘水電站工程施工的應用及其效果。
  20. On the afternoon of 17th august, mr. liu, yingli, shenzhen s vice mayor, visited tencent s new headquarter located in hi - tech park with the company of some other government officers. last year, mr. liu ever visited tencent s foundation base - seg park and showed his great attention totencent s development and growth

    8月17日下午，深圳市副市長劉應力，在市科技和信息局局長王學為市高新辦常務副主任劉忠樸等領導陪同下，參觀視察了剛搬進深圳高新科技園的騰訊公司總部。
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