框架立柱 的英文怎麼說
中文拼音 [kuàngjiàlìzhù]
框架立柱
英文
upright of frame-
Comparing with the conventional method, interactive method is more security and economy to design tall frame structure. in the past, the superstructure was considered as a single element whose bottom was fixed on the foundation. apparently this approximately approach was unsuitable well for the real structure, so the design was insecurity or diseconomy
在以往的常規設計中，將上部框架看成是柱底固定的獨立結構進行計算，不考慮上部結構、基礎和地基之間的共同作用，與實際結構的受力與變形存在較大差異，使設計出的結構不安全或不經濟。At last, the effect of the steel yield strenth, the yield - to - ultimate stress ratio, the shape and size of the access hole is researched. in conclusion, the finite - elenent model and the program adoped in this paper can well similate the response of beam - to - cloumn connections uder cyclic load
本文所建立的模型及採用的程序能夠很好的模擬、研究在循環荷載作用下剛性樑柱連接的反應，為進一步研究剛性鋼框架樑柱連接的抗震性能打下了基礎。Third, using the powerful fea software, ansys, it was studied how to construct the modules with high dynamic performances for nc machine tools on the foundation of the dod theory of us and bf sizes ; and the dod of the bed of nc machine tools and gantry columns were successfully accomplished, which prove that the dod theory of us and bf is feasible and efficient
3 .研究了在大型有限元分析軟體ansys平臺上，利用基於元結構和框架尺寸優化的理論，如何構造出動態特性優良的數控機床模塊。通過基於元結構和框架尺寸優化的方法，成功地對數控機床床身和龍門式立柱進行動態優化設計，驗證了基於元結構和框架尺寸優化的機床構件動態設計及大件結構創成是可行性的，且具有一定的高效性。Pinned joints means no moment could be transferred from beam to column, so rotations of beams and columns are independent each other ; although, rigid joints means included angle between beam and column holds the line, from unchanged frame without loads to transfigured frame with loads
前者意味樑柱之間不能傳遞彎矩，即樑柱發生的轉動是相互獨立的；後者假定框架受載變形后，樑柱間的夾角保持不變。An iron rod or a timber used to strengthen a building, a tight bandage for the wrist and an iron frame to hold the ankle straight are all braces
用來鞏固建築物的鐵桿或木柱、腰部的緊蹦帶和夾住腳踝使之直立的鐵框架，都叫做支架。The main causes, which have effects on redistribution of internal force in the prestressed frame, including the relative height compressive zone of section, secondary moment and types of load applying are taken into account. the horizontal braces force which results from the tension of the prestressing steel, reduces the pre - compress stress is analyzed
並且探討了各影響因素對框架梁截面延性的影響和由於柱的抗側剛度在預應力鋼筋張拉時約束梁的軸向變形，從而影響預應力在梁中的建立所造成的梁中軸向預壓力的損失。This paper analyses the annotated rules of the steel information of the frame column expressed in " plane method " construction drawing, sums up the expressed characteristics of the reinforcement information of the frame column, the object - oriented method is adopted to get the expressed pattern of the steel information. owing to " plane method " shop drawing steel information is expressed by geometry parameter, combine of the shop drawing and the detailed construct drawing can full express the steel information. by study of the information, this paper set up the steel parameter graph base
對「平法」施工圖中框架柱鋼筋信息的注寫規則進行了深入的分析和研究，對完整反映框架柱鋼筋的各類信息表達特點進行了歸納，在此基礎上利用面向對象的程序設計方法及c + +語言建立了描述框架柱鋼筋所有信息的表達模型；由於在「平法」施工圖中各類構件鋼筋的幾何信息是一種抽象的以參數表達的信息，影響參數由圖中鋼筋的標注信息和標準構造詳圖中的構造要求確定。Paper still analyses the graphics and construct request of nation criterion " plane express way and structure detail drawing of concrete frame shop drawing ", use data base theory to set up data base of " plane method ". the system use odbc technique read the data in the database, after treating, storage the new data to database. whole system is completed in vc + + 6. 0 environment
文章通過對框架柱鋼筋信息影響參數和構造要求的研究，建立框架柱鋼筋幾何信息的參數化圖庫；通過對「平法」構造詳圖中的數據、圖形、構造要求進行研究，運用數據庫理論詳細表達其中的內容，建立針對構造詳圖的數據庫；系統可直接調用數據庫的數據，當規范修改時，只需要改變數據庫的數據，對系統影響不大。Then, a step - by - step increase of vertical curvature is applied to the hull girder assuming that the plane cross section remains plane. at each incremental step, the stress of the cross section is evaluated using the average stress - strain curves of the elements as well as the incremental bending moment due to the curvature increment. performing sample calculations on existing girder models tests under pure bending, the rationality of the proposed method was examined
假設船體橫向框架材足夠強，因而板架的整體破壞不會發生；基於梁?柱理論、理想彈塑性假設、平面假設，建立了拉伸和壓縮加筋板單元的平均應力?應變關系曲線，應用船體結構總縱極限強度的簡化逐步破壞分析方法計算船體總縱極限彎矩，並據此開發了計算程序sus 。It was validated that the statistic independence of the failure sections of the components of the rc frame buildings under the small earthquakes ; 2
驗證了在小震作用下，強柱弱梁鋼筋混凝土框架結構的截面失效是統計獨立的結論； 2Lastly, it analyses the management methods of credit risk, market risk and operation risk of our commercial banks : in the section of the credit risk, it begins with risk recognition, introduces the difficulties of establishing the internal ratings - based approach of our commercial bank and puts forward the management thinkings from the five respects : the setup of irb, credit culture establishment, the modification of information announcement, the innovation of credit management tools and improvement of the capital adequate rate. in the section of market risk, it introduces the reason of strengthening its management of the whole world and our country, analyses the most important method - var and then discusses its operation inour country commercial banks. in the section of the operation risk, it defines the internal meaning, analyses the different measure means, points out current pressure of our commercial bank ' s facing and finally proposes the rightful operation risk management tactics combining the actual situation of our country
首先是對新協議本身的研究，介紹了巴塞爾協議的邏輯演進、新協議的主要內容及主要特徵；其次從最低資本要求、監督部門的監督檢查和市場約束三大支柱入手，分析新協議對我國商業銀行風險管理可能產生的不利影響；最後分析了新協議框架下我國商業銀行信用風險、市場風險和操作風險的管理思路：信用風險部分從對其的識別分析入手，介紹了我國商業銀行建立內部評級法的必然性，最後從內部評級體系的構建、良好信用管理文化的建立、信用風險的信息披露改進、信用管理工具創新和提高資本充足率、構建統一的風險管理組織結構六個方面提出了我國商業銀行信用風險的管理途徑；市場風險部分介紹了全球以及我國加強其管理的原因，對當前市場風險管理的主流方法? ? var方法進行了詳細的闡述，並進而對var方法應用於我國商業銀行市場風險管理中的若干問題進行了探討；操作風險部分在正確界定其內涵的基礎上，重點分析了各種計量方法，並指出現階段我國商業銀行加強操作風險管理的緊迫性，最後並結合我國的實際情況提出了合理的操作風險管理策略。C ompared the results of structural period, displacement and internal forces of mode 1 with mode 3, we can know that the hypo - frame can increase the lateral stiffness of the mega steel - frame structures, decrease lateral - deformation of the structures, especially decrease the maximum inter - storey displacement obviously, and get the internal forces and deformation of the whole structure more uniform. from the analysis results, it can be found that the maximum axial force gets less with hypo - frame than without it, and the maximum shear force and bending moment get more with hypo - frame than without it. thus it can be seen that the mainframe can be an independent structure system by itself, but the cooperation of main and hypo frame should be considered for conducting the entire analysis and design, otherwise the mega structure can be unsafe, in addition, from the comparing analysis, it can be found that the shear force and bending moment of inside - row columns are increased much more than those of outside - row ones in a mega column
通過3個算例方案1和方案3結構周期、位移和內力反應的比較分析可知，次框架可以進一步增加巨型鋼框架結構的抗側剛度，減少結構側向變形，特別是明顯減少了結構最大層間位移，使整個結構的內力與變形分佈更為均勻；次框架的加入使主框架柱最大軸力較無次框架情況減少，而主框架柱的最大剪力和彎矩較無次框架情況都有所增加，由此可知，雖然主框架本身可以成為獨立的結構體系，但在分析設計時，還應該考慮主、次框架協同工作，進行整體分析、整體設計，否則結構會偏於不安全。Based on the elastic and plastic mechanics, using the finite - element analysis, the nonlinear finite model of the beam - to - column is established according to the american code. the model involved geometry, material nonlinear and friction. the response of beam - to - column web moment connections under monotonous load is researched on
本文在彈性力學和塑性力學的基礎上，利用非線性有限單元法，建立了考慮幾何非線性、材料非線性以及摩擦等參數的樑柱腹板連接的非線性有限元模型，模擬研究了鋼框架樑柱腹板連接在單向荷載作用下的反應。Our products are including frame type hydraulic press, " c " type hydraulic press, two - column type hydraulic press, four - column type hydraulic press, four - column hydraulic - hot press laminating machine double cab equipment, numerical control hydraulic press, glasses molding machine, cold extrusion molding machine, car inner decoration molding machine, lift table, plate vulcanizing press, vertical hydraulic waste paper packer, horizontal hydraulic semi - auto waste paper packer, hydraulic full auto waste paper packer, etc
主要產品有:框架式、 " c "式、二柱式、液壓四柱式、四柱上移式、四柱拉伸、四柱油壓熱壓層合機雙排座設備、數控油壓機、眼鏡專用成型機、冷擠壓成型機、汽車內飾件成型機、升降平臺、平板硫化機、立式液壓廢紙打包機、臥式液壓全自動廢紙打包機、臥式液壓半自動廢紙打包機等。Our products are including frame type hydraulic press, " c " type hydraulic press, two - column type hydraulic press, four - column type hydraulic press, four - column hydraulic - hot press laminating machine double cab equipment, numerical control hydraulic press, glasses molding machine, cold extrusion molding machine, car inner decoration molding machine, lift table, plate vulcanizing press, vertical hydraulic waste paper packer, horizontal hydraulic semi - auto waste paper packer, horizontal hydraulic full - auto waste paper packer, etc
主要產品有：框架式、 「 c 」式、二柱式、液壓四柱式、四柱上移式、四柱拉伸、四柱油壓熱壓層合機雙排座設備、數控油壓機、眼鏡專用成型機、冷擠壓成型機汽車內飾件成型機、升降平臺、平板硫化機、立式液壓廢紙打包機、臥式液壓全自動廢紙打包機、臥式液壓半自動廢紙打包機等。Our products are including frame type hydraulic press, c - frame type hydraulic press, two - column type hydraulic press, four - column type hydraulic press, four - column hydraulic - hot press laminating machine double cab equipment, four - column double - action hydraulic press, laminating numerical control hydraulic press, glasses molding machine, cold extrusion molding machine, car inner decoration molding machine, lift table, plate vulcanizing press, vertical hydraulic waste paper packer, horizontal hydraulic semi - auto waste paper packer, hydraulic full auto waste paper packer, etc
主要產品有：框架式、 " c "式、二柱式、液壓四柱式、四柱上移式、四柱雙動式、四柱拉伸、四柱油壓熱壓層合機雙排座設備、數控油壓機、眼鏡專用成型機、冷擠壓成型機、汽車內飾件成型機、升降平臺、平板硫化機、立式液壓廢紙打包機、臥式液壓全自動廢紙打包機、臥式液壓半自動廢紙打包機等。In order to solve those problems, this article adopts the energy method to analyze the stability of the major frame of steel arch gate to make up the weakness in the current standards and found the calculating models of the stability of the whole major frame of the steel arch gate. it also presents the general formula for calculating the eigenvalue and the precise equation of the calculating the length coefficient of the steel arch gate frame by using the energy method and choosing the proper experiment function
本文主要採用能量法對弧形鋼閘門主框架線彈性穩定性進行分析與研究，建立單柱概化弧形鋼閘門主框架整體穩定的計算模型，並通過選擇合適試解函數，應用能量法給出特徵值方程及弧門框架穩定性計算長度系數精確解的公式，提出一個基於該模型方便工程設計的實用計算公式。The special - shaped column frame structure, as a new structure system, internal force and displacement are different from that of the rectangular column structure. based on the behavior of special - shaped column, this dissertation deduce story lateral stiffness and element stiffness
異形柱框架結構作為一種新型結構體系，要對其進行準確的內力及位移分析，關鍵在於建立合適的力學模型，及其在該模型下的結構剛度問題。During dynamic analysis of framework, according to mechanical performance of reinforced concrete frame structure under seismic force, the element of beam and column can be simplify into 5 pole element whose stiffness is variable. then damage model of 5 pole elements with variable rigidity can be established if the damage parameters based on elastic transformative energy are generalized into pole elements
針對地震力作用下鋼筋混凝土框架結構樑柱的受力特性，對框架進行動力分析時將樑柱構件簡化為五段變剛度桿單元，將基於彈性變形能的損傷指標推廣到桿件，建立了該五段變剛度桿單元的損傷模型。The earthquake responses of the asymmetric - plan structure are researched and the main factors that influencing the structure ' s response are established. the influences of the earthquake type and the earthquake input in two directions are also researched. the effectiveness of regulation for the irregular rc frames in the code for the seismic design ( gb50011 - 2001 ) is discussed using the flexibility - based fiber - models beam - column elements in the 3d nonlinear analysis program
本文結合國家自然科學基金資助項目「結構非線性地震扭轉作用和扭轉效應的研究」 （項目批準號： 59978055 ） ，對平面不規則結構的地震反應規律進行了深入研究，明確了影響平面不規則結構地震反應的主要結構參數，研究了不同地震動類型和雙向水平地震輸入對結構扭作用和扭轉效應的影響；採用基於有限元柔度法的纖維模型樑柱單元，建立鋼筋混凝土框架結構三維非彈性地震反應動力分析程序，對依據我國建築抗震設計規范（ gb50011 - 2001 ）設計的不規則結構進行地震反應模擬分析，討論了現行設計方法的有效性。分享友人