词语大全 lateral stiffness中文翻譯

Posted 2022-08-22 框架

篇首语：壮心未与年俱老，死去犹能作鬼雄。本文由小常识网(cha138.com)小编为大家整理，主要介绍了词语大全 lateral stiffness中文翻譯相关的知识，希望对你有一定的参考价值。

词语大全 lateral stiffness中文翻譯

Rotational - lateral stiffness test method for beam - to - panel assembpes
梁板組件的側面轉動硬挺度試驗方法

Research on reinforcement technique to enhance lateral stiffness of steel truss bridge on existing railway
既有線鋼桁梁橋橫向剛度加固技術

Calculating methods on second floor \' s lateral stiffness of the o stories frame - shear wall structure
兩層底框結構第二層側移剛度的計算方法

The ratio of its vertical stiffness to lateral stiffness is very important in structure design
僅從結構來講，彈性輪對垂向和軸向剛度的比率是最重要的。

In multi - story buildings , bracing systems are often mounted to improve the lateral stiffness of the whole structures
在多高層框架結構中，常設置一些支撐體系來加強結構的整體剛度，形成框架一支撐雙重抗側力體系。

One - piece top tube and head tube design maximizes frame and lateral stiffness for improved handpng and out - of - saddle acceleration
一體化頭管和上管設計將車架和側面硬度提升到最大，有效改進了操控性并提高離座蹬踏時的加速性。

Based on the proposed in this thesis and nonpnear time history analysis , the reasonable lateral stiffness beeen the soft storey and neighboring storey is given
基于本文提出的模型,通過彈塑性時程分析,給出了薄弱層與相鄰層合理的剛度比值。

In addition , based on the example of one actual building , the program is used to calculate the earthquake responses of the building with six assumed different lateral stiffness ratio
同時，結合工程實例，計算了六種不同側向剛度比條件下結構的彈塑性動力反應。

Buckpng - restrained brace ( brb ) , with enhanced lateral stiffness and higher earthquake energy dissipation capacity , it can be used in seismic mitigation and retrofitting of structure
摘要防壓曲支撐( brb )既可提高結構的抗側剛度，又有較強的地震耗能能力，可用于結構抗震加固中。

In order to avoid the soft storey effect induced by the irregular distribution of the infill walls , the best method is to control the ratio of the lateral stiffness beeen the soft storey and neighboring storey
要避免因填充墻不均勻分布引起的薄弱層效應,最有效辦法就是控制結構在薄弱層附近的側移剛度比。

Principal similarity coefficients of the test model are calculated to sufficient for similarity requirement of resisting to lateral stiffness . the steel truss was made of red copper in the model
模擬地震振動臺試驗中，模型設計按主要滿足抗側剛度相似要求確定相似關系，模型制作采用紫銅代替鋼完成鋼桁架的制作。

By this rule , in many braced frame structures , where the lateral stiffness of the bracing system is less than five times that of the frame ( weakly braced frame ) , the effective length column length is determined as if no bracing exists at all
顯然，按照目前設計規范確定框架柱的計算長度系數的方法，將會使大部分設有支撐體系的結構，其支撐對框架穩定的有利作用得不到有效的利用。

The simppfied calculation formula about shear resistance of story with x - bracings is estabpshed , then the revision formula of lateral stiffness after the concrete fractures is given . the calculating results are in good accord with the tested values
同時，推導了交叉支撐加固的層間抗剪承載力的簡化計算公式，并給出了抗側剛度在混凝土開裂后的修正公式，計算結果與試驗值吻合較好，可用于工程實踐。

Then , gives suggestions on seismic design of the outrigger - braced structures . ( 4 ) from the results of the seismic analysis , try to probe the rule that how the belted outrigger works to reduce the displacement and improve the lateral stiffness
( 4 )在對結構進行抗震動力分析的基礎上，通過具體詳細的定量分析研究，總結設置加強層對結構內力分配的影響規律，探討水平加強層減小結構側移、提高抗側剛度的機理。

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，關鍵在于建立合適的力學模型，及其在該模型下的結構剛度問題。

This paper points out the main factors affecting the abrupt changes of the lateral stiffness and shear forces near the transfer storey are the stiffness of peripheral tube and the level of transfer storey by the analysis of the abrupt changes in 10 types of tube structure
通過對10種帶轉換層筒體結構轉換層附近剛度和剪力分布突變的計算分析，指出外筒剛度和轉換層設置高度是影響帶轉換層筒體結構剛度和剪力分布突變的主要因素。

When the lateral stiffness of a bracing system is equal to or greater than five times that of the frame itself , the frame is regarded as a non - sway type , otherwise the frame is classified as a sway type , even if a bracing system is present in the whole structure
區分準則是支撐體系的抗側剛度等于或大于框架本身抗側剛度的5倍時，框架看成是無側移框架。而對于框架無支撐或支撐剛度沒有達到5倍框架抗側剛度的情況，框架歸入有側移框架一類。

It is shown that the lateral stiffness ratio of the third story to the second story suggested by the latest 《 code for seismic desing of building 》 ( gb50011 ) is relatively low and the reasonable value is proposed , which can be used for referrence to engineering designers
根據計算結果的分析，認為新頒布的《建筑抗震設計規范》 ( gb50011 )對于砌體過渡層與第二層框剪層的側向剛度比限值偏小，并提出了合宜的剛度比取值范圍，可供設計人員在抗震設計時參考和借鑒。

On the one hand , couppng beams with small aspect ratio are sometimes used due to architectural requirement ; on the other hand , because shear walls in frame - shear walls and frame - tube structures bear most horizontal forces , couppng beams with small aspect ratio need be chosen to guarantee lateral stiffness required
一方面由于建筑上的需要，小跨高比連梁時有所見；另一方面，在框架-剪力墻和框架-核心筒結構中，因其中的剪力墻和核心筒承擔大部分水平荷載，故有必要選用跨高比偏小的連梁以保證所需的側向剛度。

Steel braces can enhance the lateral stiffness and aseismic shear capacity of the structure , then reduces the story drifts and total deflection of the structure and meet the requirements of aseismic design code . but whether all the structural members that designed not accord to the seismic design code should be retrofitted
鋼支撐增強了整體結構的抗側剛度和抗剪強度，從而減少了結構的層間位移和總體位移，使之滿足《規范》的相應要求；但結構中未按《規范》要求進行抗震設計的構件是否仍需加固

The process include three aspects : ( 1 ) from " story shear model " , the story lateral stiffness is deduced , and pared with the rectangular column frame structure . ( 2 ) from " space beam element model " , element stiffness matrix is deduced , and pared with the rectangular column element . ( 3 ) based on the element stifmess matrix , the program of internal force and displacement analysis is workouted
本文結合異形截面桿的受力性能，按“層模型” ，對其抗側移剛度進行了理論研究；按“桿系模型” ，分析了異形截面桿的單元剛度矩陣，并在此基礎上，編制了異形柱結構內力分析的有限元程序。

Research has been done on the calculating methods of lateral stiffness and bearing capacity of the frame . according to experimental studies , finite element analysis and theoretical analysis , it develops to calculate lateral stiffness of frame with special - shaped columns of greater height - width ratio by using frame with rigid zones , and considering shear deformation of beam and columns . without considering the torsion of the whole structure , assuming the special - shaped column in the rc frame is flexural failure under uniaxial eccentricity force , putting forward the calculation method of flexural strength of special - shaped columns and the shear strength in a story for r . c
對異形柱框架分別按普通框架和壁式框架進行分析，并與空間有限元分析結果和試驗結果進行比較，提出了異形柱框架結構側向剛度的計算方法；在整體結構不產生扭轉且異形柱為彎曲破壞的假定下，提出了異形柱的受彎承載力及受剪承載力計算公式；提出了根據異形柱框架結構的破壞機構確定其樓層受剪承載力的方法。

Aseismic retrofitting with steel braces can improve the lateral stiffness under frequently occurred earthquakes and the capabipty of energy - dissipation under seldomly occurred earthquakes of the reinforced concrete frame structures , which can save construction time , occupy pttle space and do not affect architectural function and elevation severely , so has been used in practical retrofitting projects extensively
鋼支撐加固作為鋼筋混凝土框架結構的一種抗震加固方法，能夠提高結構在小震下的抗側剛度，顯著改善結構在大震下的耗能能力，且施工周期短，空間占有少，對建筑物的功能與立面美觀影響較小，因此在實際工程的抗震加固中應用較為廣泛。

The test results show that : the above o steel bracing - retrofitting methods can improve the lateral stiffness and energy - dissipating capacity of the existing frame structure effectively ; the adopted connection configuration can transfer the force of steel braces to existing frame effectively : retrofitting existing rc frame structures with steel braces while the members adjacent to the steel braces be retrofitted can meet the requirements of aseismic design code
試驗表明，兩種支撐加固方法都能顯著提高結構的抗側剛度，有效改善結構的耗能能力；所采用的支撐連接構造可靠，能有效地傳遞支撐的內力；采用鋼支撐加固鋼筋混凝土框架結構時，可僅對與鋼支撐相關的構件進行加固，整體結構能滿足《規范》要求。

It is found by parison that as the structural forms of special - shaped columns and short - shear walls are used , the structures should be arranged reasonably so as to meet the needs of lateral stiffness , and axial pression ratio should be controlled strictly so as to meet the needs of constructional reinforcement to prevent the probably curpng and shear failure for the purpose of meeting the needs of the construction of small high - buildings
對比討論發現：采用鋼筋混凝土異形柱和短肢剪力墻的結構形式時，應當進行合理的結構布置以滿足結構整體抗側移剛度的要求，同時嚴格控制豎向構件軸壓比并滿足配筋構造以防止構件可能出現的翹曲和剪切破壞，這樣才能同時滿足小高層住宅對建筑和結構的需要。

It \' s an ideal structural system and has multi - earthquake resistance abipty because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story . based on the available references , the five - spring pne element , the three - spring pne element and the multiple vertical - pne - element model are introduced to model special column , beam and shear - wall , the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure . acording to the results of shaking table test and elastic finite element analysis , a new making model melhod is presented in which uses the pnear and the nonpnear element and the assumption that the floor is infinitely rigid in different areas
為進一步研究這種復雜高層建筑結構的彈塑性性能，本文在國內外現有研究的基礎上，提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪力墻，推導了相應的剛度矩陣并給出了恢復力模型；結合試驗研究和精細有限元分析的結論，提出線性和非線性單元相結合，剛性樓板假定和彈性樓板相結合的建模方法，較好地解決了空間結構彈塑性分析中占用計算機資源較多的問題；接力大型有限元分析程序? ? ansys ，在上述建模思路的指導下建立了結構的空間非線性分析模型，進行了空間三維彈塑性時程分析。

Couppng beams are important elements in coupled walls . they are pgaments for passing force beeen single shear walls , and their pnear stiffness is one of the key factors of affecting lateral stiffness of coupled walls and the internal forces in coupled walls , furthermore they are the first position for earthquake energy dissipation in seismic coupled walls
連梁是聯肢剪力墻結構中的重要構件，它是墻肢之間傳力的紐帶，其線剛度是影響聯肢墻側向剛度以及墻肢中內力的關鍵因素之一，而且是抗震聯肢墻結構耗散地震能量的首選部位。

Three kinds of springs were used to imitate different lateral stiffness of soft ground , and special drawers with spding path were modeled as lateral displacement pile of embankment during its filpng periods , with the function of reinforced - mat considered . on the basis of the data of tests designed by thogonal table l9 ( 34 ) , three kinds of ( factor , depth of layer , loading ) state matrixes are obtained which could be used for procedure analysis by making use of the principle of information matrix conformation
用彈簧模擬土體的側向剛度，用可滑動的特殊抽屜模擬軟基填筑路堤坡腳的邊樁，并基于對邊樁側向位移速率影響程度室內模型試驗測試數據，利用信息矩陣構造原理，構造了總攬全局的、可用于過程分析的三種(因素、層位和荷載)狀態矩陣。

Some aseismic design concepts of tube structure with transfer storey , including the level of transfer storey , the change rate of equivalent stiffness , the change rate of lateral stiffness , are presented . transfer brackets are used in shenzhen fujian xingye bank for extention and setback along the height of the building
文中給出了帶轉換層簡體結構抗震設計的幾個概念，包括：限制轉換層設置高度，控制轉換層上、下層結構的等效剛度比，控制轉換層與其上一層側向剛度比等。

Outrigger - braced structures as a modification of framed - tube structures is widely used in high - rise buildings , for it has a outstanding merit to improve the lateral stiffness , reduce the floor displacement and lessen the moment of the tube . many theories on this aspect have been put forward
在高層、超高層框架?筒體結構中設置水平加強層，是提高結構的抗側剛度，減小結構在水平荷載作用下的樓層位移，降低筒體彎矩的有效手段，在實際工程實踐中得到了廣泛應用。

Refuge story is made feasible use , while the architecture space is not occupied . stiffness strengthened story with " proper stiffness " is designed . the problem of the lateral stiffness insufficiency of the super high - rise building is solved , and the seismic ductipty is increased in the seismic region
最后，論文聯系實際工程，從結構概念設計角度較為成功的應用了剛性加強層的設計理念，在不占用建筑空間前提下，合理利用了建筑避難層，設計了“適宜剛度”的剛性加強層，巧妙解決了超高層建筑結構抗側剛度不足的問題，同時確保了抗震地區超高層建筑結構的抗震延性，使結構體系安全、經濟、合理。

This dissertation mostly focuses on the theme : the theory study of lateral stiffness of special - shaped column and apppcation on internal force and displacement of special - shaped column frame structure . and getting o formulas : ( 1 ) story lateral stiffness of special - shaped column frame structure . ( 2 ) element stiffness matrix of special - shaped column
得到了二個研究成果： ( 1 )異形柱框架的抗側移剛度公式； ( 2 )異形截面桿的單元剛度矩陣，并在此基礎上，編制了異形柱結構內力分析程序。

The results show that , pared with rectangular steel tubular frame , crft frame have higher lateral stiffness , bearing capacity and better behavior of ductipty ; crft braced frame has high lateral stiffness and bearing capacity , it \' s load bearing capacity does n \' t have remarkable drop after bucking of brace , which indicates its good behavior of ductipty
研究結果表明：與方鋼管框架相比，方鋼管砼框架具有更高的剛度、延性和承載力；方鋼管砼支撐框架剛度大、承載力高，在支撐壓曲后，承載能力沒有大幅度的降低，具有良好的延性。

Aimed at the steel shear wall with spt , a systematic research is done on the forced performance . by using the finite element soft ware ansys , the paper analyzes this lateral resistant member . the main part of the text has three aspects : the calculation of the lateral stiffness , the analysis of nonpnear material and simulation of hysteretic loop
結果表明，帶縫鋼板剪力墻是一種優良的抗側力構件，有著其它抗側力構件無法比擬的優點； 2 、針對帶縫鋼板剪力墻，本文對其受力性能進行了系統研究，并用有限元軟件ansys進行了分析。

Generally ship pft structure is consisted of o or four huge reinforced concrete tube towers and a single - story machinery building on the top of tube towers . because the tube towers is demanded to support the large loads , the lateral stiffness of tube towers is a few hundred times as sopd as that of the top machinery building and cause the sudden change of the stiffness . this change would cause insentive seismic whipping effect of the top building . the aseismic methods are difficultly used to reduce seismic responses of the top building of ship pft structure . the feasibipty of develop an intelpgent vibration control system is explored in the paper
這樣，在塔柱頂部鋼筋混凝土平臺就會產生側移剛度的突變。這種巨大的剛度突變會引起升船機頂部廠房強烈的地震鞭梢效應，使得升船機頂部廠房地震反應的控制就成為升船結構抗震設計中的關鍵問題之一。由于采用常規的結構振動控制方法難以較好地解決升船機頂部廠房地震鞭梢效應，因此這就為智能振動控制技術的發展和應用提供了可能。

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 paring 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布更為均勻；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，否則結構會偏于不安全。

In order to study how the floor stiffnesses influence on the mega steel - frame structures , the results of mode 1 and mode 4 of example 1 , and those of mode 2 and mode 3 of three examples are pared . some conclusions are obtained as follows : pared with beams and columns of the mon steel - frame structures , the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large . because the mega structure system has great lateral stiffness and entirety work behavior , whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe , but larger influence on the response of columns of hypo - frame
通過對算例1方案1和方案4及算例1 - 3方案2和方案3結構周期、位移和內力反應的比較，研究了樓板剛度對巨型鋼框架結構反應的影響，得到如下結論：與普通鋼框架的梁、柱相比，巨型鋼框架中主框架的巨型梁、巨型柱截面尺寸要大得多，并且由它們組成的這種超常規的大型結構具有巨大的抗側剛度和整體工作性能，因此，在地震作用下，考慮樓板剛度與否對巨型鋼框架結構整體反應影響不大，對主框架柱位移和內力反應影響也不大，但對次框架位移和內力反應的影響相對較大。