柱腳 的英文怎麼說

The complete unit is mounted on legs.

整套設備裝在幾個柱腳上。

Resurvey the column axis and elevation line, and mark out the column form line, 1 : 2 cement mortar will be used to leveling at the column bottom. “ 井 ” shape rack will be set around each column, and mark elevation control line on it

將柱軸線、標高線復測投點，彈出柱支模線，將柱腳支模處用1 : 2水泥砂漿找平，每根柱周圍搭設井字架，在井字架上抄測標高控制線。

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。

Pedestal wash basins - connecting dimensions

柱腳式洗臉盆.連接尺寸

By calculating large quantity of examples, this text studies earthquake resistant behavior of tapered portal frame with pined bases and analyzes its natural frequency, natural period of vibration and vibration mode. by comparing interior forces of pillar top, beam end and span midpoint in two conditions that seismic action effect participates combination of forces and not when portal frame is n ' t changed, ensure conditions that combination of seismic action effect has controlling f unction during tapered portal frame design, and tapered portal frame demands anti - earthquake design

本文通過大量算例分析，研究柱腳鉸接楔形變截面門式剛架的抗震性能，並對其自振頻率、振型進行了分析；通過比較地震作用效應參與荷載組合與不參與荷載組合兩種情況下，樑柱截面尺寸不變時，柱上端、梁端、跨中截面處的內力大小，確定在什麼情況下地震作用效應組合起控製作用，變截面門式剛架需要進行抗震設計。

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。

Elastic stability analysis of rigid frame with fixed - base

柱腳剛接的單層單跨剛架的彈性穩定分析

Pedestal w. c. pans with independent water supply - connecting dimensions

獨立供水的柱腳式抽水馬桶.連接尺寸

The design of a practical project is based on the study of this thesis

5 .提出了鋼筋混凝土承臺-鋼柱腳組合部件的設計建議。

The research of tension problem of column roots in tapered portal frames with simple column bases

簡易柱腳變截面門式剛架柱根強度問題的研究

The brittle fracture of steel columns and the damage to column bases were found in kobe earthquake

在阪神地震中還發生了鋼柱的脆斷和柱腳的破壞。

And thou shalt hang it upon four pillars of shittim wood overlaid with gold : their hooks shall be of gold, upon the four sockets of silver

你要把幔幕掛在四根包金的皂莢木柱子上，柱上有金鉤，柱腳安在四個銀插座上。

[ kjv ] and thou shalt hang it upon four pillars of shittim wood overlaid with gold : their hooks shall be of gold, upon the four sockets of silver

你要把幔幕掛在四根包金的皂莢木柱子上，柱上有金鉤，柱腳安在四個銀插座上。

The studies of the anchorage performances of steel column bases under uniaxial reversed loads are carried out through tests and theory

為此本文進行了單向重復加載下的鋼筋混凝土承臺-鋼柱腳試件錨固性能試驗研究和理論分析。

They purchase - our and twenty ripe plums from a girl at the foot of nelson s pillar to take off the thirst of the brawn

在納爾遜紀念柱腳下，又從一個姑娘手裡頭了二十四個熟李子，為了吃完鹹肉好解渴。

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。

The calculation results indicate that for steel frame in semi - rigid joints cases, the top story deflection, the displacement between two stories, the moment at the center of a beam and the initial end moment at column is larger, nevertheless the end moment at beam and the shear force between two stories

分析表明：半剛接和剛接相比會使框架結構的柱頂側移、層間位移、跨中彎矩、柱腳某些部位彎矩增大，而梁端彎矩和層間剪力減小。

4 ) a simplified mechanic model for calculated ultimate load is proposed. the calculated results correlate well with the results of experiment. 5 ) some design suggestions for similar structures

4 .建立了鋼筋混凝土承臺-鋼柱腳試件的簡化承載力計算的桁架模型與計算公式，計算結果與實測結果符合較好。

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。

3 ) a study is carried out to understand the changing rule of ultimate load and stiffness with the different reinforcement ratio of anti - punching shear bar. the increasing speed of the ultimate load is slower than that of the reinforcement ratio is indicated

3 .對不同抗拔鋼筋配筋率的鋼筋混凝土承臺-鋼柱腳抗拔極限承載力和剛度變化規律進行了計算分析，發現了隨著承臺中抗拔鋼筋配筋率的提高，其承載力提高的比例逐步減小的規律。