resisting shear 中文意思是什麼

The ratio of span - height of an ordinary tie beam is always less 2. 5, so the resisting shear is difficult to achieve

由於一般連梁跨高比小於2 . 5 ，使得受剪承載力很難滿足。

It is show that non - demoulding shear wall in which the cold - draw steel wire is taken as reinforcement has great capacity of resisting seismic and quality in the area of seismic

試驗及分析表明：免拆模板剪力墻墻片單元在墻片單元之中使用冷拔鋼絲網片作為配筋時具有良好的抗震性能，可以滿足地震區的設計要求。

The structure system of non - demoulding formwork board and shear wall are a new type structure resisting seismic. the development of which is to acquire a construct system instead of tradition brick masonries

免拆模板及其剪力墻體系是一種節能的新型抗震結構體系，它的提出旨在找到一種替代傳統的磚混結構的建築體系。

This thesis fetches cold - formed thin - walled c steel beam - to - column connections with self - drilling screw connecting for being researched object in cold - formed thin - walled light steel structure system, have done the following three parts of research work to the performance of beam - to - column connection : ( 1 ) the resisting shear strength experiments of 20 pieces of jointing connected by self - drilling screws

本文取冷彎薄壁輕鋼龍骨住宅鋼結構中用自攻螺釘連接的c型鋼樑柱節點為研究對象，對節點的連接性能作了如下三部分研究工作： （ 1 ） 20個自攻螺釘連接試件的抗剪承載力試驗。

Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。

Inclined stirrups are not effective in beams resisting shear reversals, such as seismic loads, because the reversals will cause cracking parallel to the inclined reinforcement, rendering it ineffective

也就是說，哪怕縱向鋼筋不彎起（保證支座叢筋在上下都足以抵抗地震力產生的彎矩） ，箍筋用斜的，也不行！

The progress on the relevant research in home and abroad is systematically reviewed firstly. summarizing the research results on theory and test, and made draw conclusions from them. and introduce the main theory of resisting shear

首先，系統回顧了國內外研究進展，就關于抗剪機理的試驗研究成果和理論研究成果進行總結，得出幾點重要結論，並簡要地介紹了現有的主要抗剪理論。

The formulas to the moment of resistance on the action of the pure moment and to the resisting shear considering the contribution of the concrete haunch on the action of the pure shear are then given. the method to the capacity at the mutual action of moment and shear is analyzed emphatically

在計算抗彎承載力時，不計板托作用，計算截面抗剪承載力時，不計混凝土部分的抗剪作用，這些簡化對于有托尤其是深托組合梁是保守的。

On the basis of shear resisting behavior experiments of the column, the formula model for calculating the shear strength of the column is presented, and the undetermined coefficient in the formula is regressed using the experimental data

在核心柱的剪切性能的試驗基礎上，建立了核心柱斜截面承載力的計算公式模型，並利用試驗數據回歸，確定了公式模型中的待定參數。

Frame supported short pier shear wall structure with transition floors is a useful structure pattern with good ability in resisting seismic load. the lower part is frame with large opening column - grid while the upper part uses short pier shear wall with wide openings. so this structure decreases the difference between stiffnesses of lower part and upper part

帶梁式轉換層的短肢剪力墻結構，其下部結構為大開間的柱網框架，上部結構採用開洞較大的短肢剪力墻，有效地降低了轉換層上下結構之間的剛度差異，因而是一種抗震性能較好的結構型式。