structural test data 中文意思是什麼

structural test data 解釋
結構試驗數據
  • structural : adj. 構造上的，結構上的，組織上的。adv. -ly
  • test : n 1 檢驗，檢查；考查；測驗；考試；考驗。2 檢驗用品；試金石；【化學】試藥；（判斷的）標準。3 【化...
  • data : n 1 資料，材料〈此詞系 datum 的復數。但 datum 罕用，一般即以 data 作為集合詞，在口語中往往用單數...
  1. Unfortunately, the numerating model used in such method is quite different from the actual instance, and the constraints are to o simple, the effects of the side load, elastic modular of the stone body of the foundation and the compatible structural deformation are not involved in. due to the asymmetry of the spatial load, it is quite different between the analysis results and the test data

    這種集中計算方法力學模型的建立與結構的實際受力情況出入較大，且對邊界條件考慮過于簡單，對邊荷載的影響、基礎巖體彈模的影響及結構本身變形協調一致等均未能一併考慮，對于空間受力不對稱的狀況，作為二維問題分析時計算結果與應力測試結果出入較大。
  2. In the following finite element computation of thermal - structural strength of an improved designed radome, not only a result consistent with the tests are achieved, and also obtained displacement of the radome is well meeting the test data, well demonstrating a high accuracy of the finite element method and confidence of its results ; and studying on the temperatures and stresses on the radome leads to some valuable conclusions and suggestions to further development, laying a sound foundati on for further improvement of structural reliability of the radome

    在接著進行的改進方案天線罩靜熱強度有限元計算中，不僅得出了與試驗結果一致的結論，而且天線罩位移的計算值與試驗數據得到了比較好的吻合，驗證了有限元計算的精度及其結果的可信性；並且通過對天線罩溫度與應力的研究與分析，得出了一些有價值的結論與建議，為導彈天線罩可靠性進一步提高打下了堅實的基礎。
  3. The following works are carried out in the dissertation : the study of meter - gauge freight car intensity design and accreditation test specifications ; the structural design of meter - gauge covered car of 14t axle - load ; the finite element analysis of car body structure of meter - gauge covered car of 14t axle - load ; the structure optimization of meter - gauge covered car of 14t axle - load. specification of intensity design for meter - gauge freight wagons is a combination of the theoretical calculations, long - term tests and the data of the application and maintenance of the rolling stock

    本文主要進行以下工作：米軌貨車強度設計與試驗鑒定規范的研究14t軸重米軌棚車結構設計14t軸重米軌棚車車體結構有限元分析14t軸重米軌棚車的結構優化設計米軌貨車強度設計與試驗鑒定規范是集理論計算、長期試驗、車輛運用及檢修數據累計分析的結果。
  4. Based on the real machine test and the analysis on the prototype observation data from lijiaxia hydropower station, the structural vibration characteristics of the power house is analyzed through the comparison made between the results of the measurements on both the operation stability of the hydropower generating units and the vibration of the power house

    摘要以李家峽水電站真機試驗為背景，在分析原型觀測數據的基礎上，通過機組運行穩定性測試結果與廠房振動測試結果的對比，得出了廠房結構振動的特有規律。
  5. The purpose of this study is to examine the model of school adjustment of students with learning disabilities and general students in senior and / or vocational high schools questionnaires are used in this study, which includes 234 students with learning disabilities and 234 general students in senior and / or vocational high schools the data was analyzed using t - test, two - way anova, and structural equation model the results of the study are described as followings : 1

    摘要本研究旨在探討高中職學障學生和一般學生的學校適應相關因素及其驗證性因素分析，問卷調查對象為高中職學障學生234位，及一般學生234位，以學校適應量表進行問卷調查，調查結果以t考驗、二因子變異數分析和線性結構方程模式，進行資料之分析，研究結果如下：一、高中職學障學生整體的學校適應比一般學生要差，且在同儕關系、師生關系、學習方法、學習態度、學習習慣等分量表也比一般學生差。
  6. The structural framework of the on - line test system has been built in the paper, based on j2ee and xml. uml is integrated into the development of web application in virtue of rose to get visual system model. the system requirements and design models are defined by uml diagrams such as use case diagram, class diagram, sequence diagram, collaboration diagram, component diagram, and deployment diagram. web pages, component objects, data tables and databases are all regarded as a class or an object. the modeling process bases on the views of real world. the design and development process is established according to the views of software engineering. the online examination system which bases on j2ee can fully use the jsp 、 javabean 、 servlet 、 xml, flexibility of three - tier model to optimize the system performance and to enhance. the development value

    同時藉助rose工具將uml語言和web應用開發結合起來，進行可視化建模，利用uml的用例圖、類圖、時序圖、合作圖、組件圖和部署圖等，定義系統需求，描述系統設計，將web頁面、組件對象、數據表和數據庫都作為類或對象，按照真實世界的觀點進行建模，依據軟體工程學的觀點制定設計開發步驟。本系統以j2ee體系結構為基礎，充分利用jsp 、 javabean 、 servlet 、 xml組件和三層模式的靈活性來簡化開發過程，優化系統性能，從而提高了系統的開發價值。
  7. Based on the pseudo - static experimental results of nine specimens 1 / 5 - scale specimens and failure characteristic in the structural test, the damage mechanism and the failure of abnormal joints under the shear force is analyzed. the paper discusses the possible affections of stirrup ratio, the changes of beam or column sections and initial eccentricity on carrying capacity of abnormal joints. according to experimental data, the formula for calculation of the shear - bearing capacity of abnormal joints is given

    針對該類框排架結構中通常存在異型節點的實際，在9 （其中邊節點4個、中節點5個）個1 5的偽靜力試件試驗研究及整體結構模型中該類節點破損特點的基礎上，提出了異型中節點和邊節點的破壞機理，針對異型中節點和邊節點的受力特點給出了該類異型節點的抗剪承載力計算公式和節點區的加強構造措施。
  8. In this paper, an analysis is made on the data generation procession of money supply and price in china, using the theory of structural change and cusumsq test

    摘要運用結構突變理論和cusumsq對我國貨幣供應量與物價的數據生成過程進行經驗分析表明，我國貨幣供應量和物價分別服從單位根過程和結構突變的趨勢穩定過程，且表現出較強的「路徑依賴」特徵。
  9. The causation of main defects is analyzed from the view of design and improvements are suggested from the structural design, such as the test and determination of basic data of pavement design, rational selection of raw materials, adopting appropriate aggregate sizes, improving blend design method, rational selecting the thickness of asphalt layer and reinforcing the binding between the asphalt pavement layer and the base layer to further improve the operational function of the asphalt pavement and reduce the occurrence of traffic accidents

    通過對高速公路瀝青路面的主要病害成因從設計角度進行分析，提出應從完善路面設計基礎數據的測試與確定方法、合理選擇原材料、採用合適的礦料級配、完善配合比設計方法、合理選擇瀝青面層厚度、加強瀝青面層層間及與基層的粘結等途徑完善瀝青路面結構設計，以進一步提高瀝青路面的使用功能，減少道路交通安全事故的發生。
  10. Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been

    本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。
  11. Seven chapters are included in this thesis. the first chapter is the introduction about the necessity of bridge detection and common defect of the bridge. the second chapter introduces the structural basic condition and defect details of the bridge. the third chapter describes the preparation for the detection work. including the overall investigation of the diseases and the condition at operation, the set - up of loading test and control measures and structural computation. the 4th chapter is on - the - site detection, which consists of static and dynamic tests and necessary data collecting for analysis and evaluation. the 5th chapter is the analysis of detention data. according to collected data of loading tests, the results of static and dynamic tests are analyzed. the 6th chapter evaluates the strengths, rigidity. stability and dynamic characteristics of the bridge, so that the conclusion can be reached. the 7th chapter is summarization

    第六章是檢測評定結論，全面評定該橋的強度、剛度、穩定性和動力特性，從而給出檢測評定結論。第七章是總結，在對本項目的工作內容和工作特點進行總結的基礎上，指出了舊橋檢測存在的問題以及今後發展的方向。同時，通過對本次檢測工作的研究，初步形成了一套特大跨徑舊鋼橋的檢測評定方法，即：全面的病害和運營狀況調查、現實狀況計算分析、制定加載試驗方案和加載控制措施、加載試驗、綜合橋梁分析專家評定。
  12. Through analyzing the test data of lateral displacement of the composite semitic walls with structural concrete columns under the action of horizontal loading, and combining the existent wall lateral displacement theory and calculate formulae, the approximate calculation method of lateral displacement of the semitic walls which are composed of brick and concrete was summarized

    摘要通過對帶構造柱的組合抗震墻在水平荷載作用下側向位移的試驗數據分析，並結合己有的墻體側向位移理論計算公式，總結出了磚-混凝土組合抗震墻體側向位移近似計算方法。
  13. This paper tells an evaluation method based on statistical analysis of geology data ? according to the history of geology change and analysis of project geology about the research section of lidu slope of hurong national highway located in south - west of hubei province, based on abundant actual investigation and experimental data, stressing on tracing the history and rules of development of slope change, we divide the data of investigation and test into two classes, one is external physical feature and structural performance, the other is factor of internal and external dynamic environment, following the analysis of mathematics statistical analysis, which points out the proportion of foundation of geology judgement and puts forward a valid identification beacon of stability

    本研究內容是一種以地質數據統計分析為基礎的評價方法。根據滬蓉國道南里渡滑坡研究區段的地質歷史演變結合工程地質類比法，以豐富的實際勘察、試驗資料為依據，以追索滑體的演化歷史和發展規律為重點，將滑體的勘察、試驗資料劃分為外部形態與結構性狀和內外動力環境因素兩大類，通過數理統計分析，給出地質判據的權重，提出切實可行的穩定性判別標志。從而對斜坡穩定性提出合理的、有說服力的綜合評價。
  14. Three base isolation reinforced concrete buildings representing low - rise, mid - rise, and mid - high - rise buildings are modeled to perform structural simulations by utilizing sap2000 dynamic analysis. in which the isolator - seismic layer adopt some standard interlayer rubber isolator. numerical deformations and drifts are compared with those obtained from test data and experienced data to develop seismic design performence level of nonstructural elements. this research does not deal with structural strength or design, but rather deals with structural deformations and drifts that will have an impact on the performance of the architectural

    本文設計了三個基礎隔震的鋼筋混凝土框架結構，分別代表低、中、高層建築，其中隔震層採用標準件的夾層橡膠隔震墊，通過建立三維分析模型，運用sap2000軟體對結構進行非線性時程分析，分析結果與前人研究試驗結果分析對比，提出了非結構構件的抗震性能目標。
  15. In this paper, rock mass structural features have been studied systematically, anti - sliding boundary condition is defined and dam shoulders anti - sliding stability is evaluated based on studying on the genesis of rock masses discontinuities and geological investigations, data statistics and indoor test. based on research productions that have been obtained, basalt lithofacies features and action of rock mass structural and tectonic stress field are generalized

    本文通過大量野外地質調查、資料統計和室內測試分析，在對結構面成因研究基礎上，系統總結了壩區結構面的工程地質特徵，確定了壩肩抗力體的邊界條件，分析了壩肩抗力體的抗滑穩定性。
  16. The damage capacity is estimated by test data. the randomness of materials and earthquake are considered during process of analysis. influences of dead load on the structural reliability were considered too

    採用montecarlo隨機模擬法，分別分析了只考慮地震作用隨機性以及同時考慮材料強度和地震作用的隨機性時對結構的失效概率的影響，表明了材料強度的隨機性對結構總體失效概率有一定的影響。
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