column base 中文意思是什麼
column base
解釋
泉華柱體底座-
On the base of codes in 1989, a series of seismic measures are improved in new codes, such as limit of inner - storey drift angle, minimum reinforced rate, column - beam moment magnification coefficient and moment magnification factor at the column base, etc
在89規范的基礎上，本次規范修訂進一步提高了包括層間位移角限值、最小配筋率、柱一梁級差系數等等在內的一系列抗震設計措施。 -
Abstract : considering the action of soil lateral compression on the single base with short column and the research result of the piles, the calculation to the effect of soil lateral compression on the base is put forward. according to the calculation results, the design method of the single base with short column considering the soil lateral compression is given. it ' s apparent that the design method here can save concrete and reinforcement compaired with the one without considering the lateral action of soil
文摘:考慮土壤側壓力對帶短柱獨立基礎的作用，基於對樁的研究結果，提出土壤側壓力及對基礎受力影響的計算，根據分析計算結果提出了考慮土壤側壓力作用的帶短柱獨立基礎的設計方法，顯然這一計算方法較未考慮土壤側壓力作用的計算方法合理並能節約砼及鋼筋 -
From lots of models, this paper chooses seven models - model of mander, model of zhangxiuqin, model of sheikh, model of park, model of saatcioglu, model of fafitis and model of yuanjingen, which express the mechanics capability of confinement concrete perfectly and representatively. the paper modified some incorrect points of the models after studying them and some different hysteretic rules - hysteretic rules of park, hysteretic rules of blakeley, hysteretic rules of mander etc. were added to the models. on the base of above, the models were programmed and added in the program based on the column - beam element of the fiber model
本文從大量的約束混凝土本構模型中篩選出具有代表性的七種模型，即mander模型、張秀琴模型、 sheikh模型、 park模型、 saatcioglu模型、 fafitis模型和袁錦根模型作為考察和研究對象，對部分模型局部明顯不當的地方進行了修改，然後在各模型中添加了不同的滯回規則，包括park滯回規則、 blakeley滯回規則、 mander滯回規則、張秀琴滯回規則、袁錦根滯回規則以及本文提出的滯回規則等，使其能適用於結構地震反應動力分析。 -
Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account
依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。 -
Machine tools ; vertical turning and boring lathes with one column and movable base and or movable column, acceptance
機床.單柱可移動床座和或可移動床身立柱的立式車床 -
Franz had remained for nearly a quarter of an hour perfectly hidden by the shadow of the vast column at whose base he had found a resting - place, and from whence his eyes followed the motions of albert and his guides, who, holding torches in their hands, had emerged from a vomitarium at the opposite extremity of the colosseum, and then again disappeared down the steps conducting to the seats reserved for the vestal virgins, resembling, as they glided along, some restless shades following the flickering glare of so many ignes - fatui. all at once his ear caught a sound resembling that of a stone rolling down the staircase opposite the one by which he had himself ascended. there was nothing remarkable in the circumstance of a fragment of granite giving way and falling heavily below ; but it seemed to him that the substance that fell gave way beneath the pressure of a foot, and also that some one, who endeavored as much as possible to prevent his footsteps from being heard, was approaching the spot where he sat
弗蘭茲在那條廊柱的陰影里差不多躲了一刻鐘光景，他的目光跟隨著阿爾貝和那兩個手持火把的向導，他們已從斗獸場盡頭的一座正門里轉了出來，然後又消失在臺階下面，大概是參觀修女們的包廂去了，當他們靜悄悄地溜過的時候，真象是幾個倉皇的鬼影在追隨一簇閃爍的磷火，這時，他的耳朵里突然聽到一種聲音，好象有一塊石頭滾下了他對面的臺階，在這種環境里，一片肅落的花崗石從上面掉下來原是算不得什麼稀奇的，但他覺得這種石塊似乎是被一隻腳踩下來的，而且似乎有個人正向他坐的這個地方走過來，腳步極輕，象是竭力不讓人聽到似的。 -
Wait for section column, the node that base end receives firmly designs, bears larger carrier curved rules, suits the buil - ding that has crane
等截面柱，底端固接的節點設計，承受更大的支座彎矩，適合有吊車的建築物。 -
The node that articu - lates designs beam column, can bear larger step in curved rules, the curved distance of sus - pension column is little, suits the building on soft land base
樑柱鉸接的節點設計，能承受更大的跨中彎矩，柱腳彎距小，適合於軟土地基上的建築物。 -
Jinlong stone arts factory was set up in 1993, covering an arer of 2, 000 square meters, which is a private enter prise engage in processing stone crafts. the factory has advanced stone processing machine in producing arc slabs, columu head, coumn base, ro man column, stone border, stone patterning with water cutting kinfe, fountain ball and st one carving. by using the multi - function column making machine and infrared stone border profiling machine, the factoey can produce high quality products with perfect skills, including column, aperture linking of stone border, angle, arc angle, polish limit etc
金龍工藝廠創辦於1993年，廠房佔地面積2000多平方米，是一家從事石材工藝加工的企業，擁有加工圓弧板、柱頭、柱座、羅馬柱、石線、水刀藝術拼花、風水球、雕刻等先進的石材機械，採用多功能圓柱刨柱機，紅外線石線仿型機，以精細的石材加工工藝使圓柱、石線的拼逢、角度、圓弧度、光澤度等在加工質量有突破性飛躍。 -
A rectangular column with a capital and base, set into a wall as an ornamental motif
壁柱，半露柱有柱頂和底座的長方形柱子，作為裝飾圖案置入墻內 -
The result of research will resolve the problems due to increasing output, save energy, and prolong the service life of refining furnace, so a better base is built for the automatic measuring and control of temperature in pb column. keywords zinc refining ; lead c
這粕陽呢馱割翻澆室內鐳愜8爾市與燃減冰頒俱勁嗆理，解決了因產量提高而暴露出來慚系列問題，將為瑚敘孰分j淺搞g ， 36 lug 、 liffi ！ -
On the base of the anti - theory, the shear property of high - strength concrete column confined with high - strength continue compound spiral hoops is analyzed taking account of the advantage and disadvantage influence by the axial load
在前述理論的基礎之上，考慮到軸力對抗剪的各種有利和不利的影響和連續復合螺旋箍筋對高強混凝土的約束作用，具體分析了高強混凝土高強連續復合螺旋箍筋柱的抗剪性能。 -
The base of the sculpture is the drumer - shaped pillar base of pillar corridor in ancient chinese architecture ( bronze ), on the top is the form of european pillar ( bronze ), and the middle is a steady round corridor column ( granite ) which join the top and the bottom perfectly
雕塑採用底部為中國古建築殿堂廊柱的鼓形柱托（青銅） ，上端為歐式廊柱柱頭花（青銅） ，中間採用一段堅實的廊柱（花崗石）完美地連接起來的形式，有傳承東西方文化之意。 -
Abstract : in this dissertation the mechanism of vibro - replacement stone column, the mechanism of using vibroflotation for miscellaneous fill base, and main factors in design and constraction are represented deeply. vibro - replacement stone column can reinforce fobase cheaply and safely
文摘:介紹了振沖碎石樁的機理、振沖法處理雜填土地基的機理和適用范圍，以及在設計和施工中的注意事項，通過振沖碎石樁處理地基可以達到多快好省的目的。 -
Abstract : on the basis of the stat - of - the - art of protective buffers for base isolation, the step - stiffnessbase isolator of concrete filled steel tubular short column is put forward
文摘:在總結目前基礎隔震緩沖限位裝置現狀的基礎上，提出了梯隊式變剛度鋼管混凝土短柱基礎隔震裝置。 -
With the development of the steel structure, h profiled bar is widely used and the fabrication of the member of steel structure is increasingly standardized. however, the behavior of standardized column base was not systemically investigated domestically
隨著鋼結構的應用推廣， h形鋼等型材在鋼結構中應用廣泛，鋼結構構件的製作日益規范化、標準化，但在標準化柱腳受力性能方面國內尚未進行系統的研究。 -
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。 -
Sql server cannot trace this column directly to its base table,
Sql server不能直接跟蹤該列到其基表 -
This thesis aims to analyze how to select and assign prestressed tendon, how to design anchorage bearing joint, how to control the crack, how to calculate the axial prestressed force and the third moment and how to design the edge column of top layer. on the base of the research in and out our country and construction of the prestressed structure, some helpful conclusion and suggestion are presented, which is suggestive for the design and construction of long span continuous prestressed concrete frame
本文將綜合設計與施工兩個方面，對預應力筋的選用、布置，錨固區的設計及構造處理，裂縫問題，側向約束對梁軸向預壓應力及柱中第三彎矩的影響，頂層大跨邊柱設計等幾個問題進行系統的分析研究，並在國內外研究和大量工程實踐的基礎上，提出了一些建議和預防措施，對此類工程設計和施工有一定的參考價值。 -
Because geometry size of steel column base of national stadium are big, whose stress state is complex, and similar experiments were few in the past at home and abroad
國家體育場鋼結構柱腳由於受力及幾何尺寸均較大，構造及其受力較為復雜，現有規范對該鋼柱腳的計算假定與設計方法很難適用，以往國內外類似的試驗也很少。
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