肢柱 的英文怎麼說

Whether you ' re sitting or standing, indoors or out, leaning against a hitching post or with your brogans on a desk, a newspaper gives you a whole rich vocabulary of gesture

不管你是坐著還是站著，在屋裡還是在外頭，背靠一根柱子還是穿著大皮鞋倆腳往桌子上那麼一搭，一份報紙都能讓你表現出豐富多彩的肢體語言。

The main achievements of the dissertation are listed as following. 1 the definition of slw is given to clarify some misunderstanding on the new structure style. the typical experiment results on parallel structure forms, such as erose - section - column frame and conventional shear wall are compared in the point of view of energy dissipating property

引入短肢墻定義，闡述了短肢墻結構體系是高層住宅合理的結構形式，詳細列出有代表性的異形柱、普通剪力墻結構（或構件）在低周反復試驗中的滯回曲線等主要抗震性能，以作為短肢墻結構體系歸屬定位的依據。

Fig. 1 - 1 a, straight ( rectangular ) tourniquets fit optimally on cylindrical limbs. b, curved tourniquets best fit conical limbs. ( from pedowitz ra, gershuni dh, botte mj, et al : clin orthop 287 : 237, 1993

圖1 1a直（長方形）止血帶最適合用於柱狀的肢體。 b弧形止血帶適用於圓錐形的肢體。

At present, the research of special - shaped columns is pool in the world and the research of r. c special - shaped columns with concealed column and arbitrarily inequiaxial r. c special - shaped columns is less. the theoretical research of ductility of the two types of special - shaped columns is processed and the designed compression ratio is determined in the article. a method of theoretical research of curvature ductility is put forward on the basis of existed research documents of special - shaped columns

國內外都有關于異形柱方面的研究文獻，但多集中在普通異形柱方向，而對帶暗柱的異形柱和不等肢異形柱的研究較少，即使涉及到這兩個領域，但都是很膚淺的一些研究，本文將對這兩種異形柱的延性性能進行理論研究並確定它們的設計軸壓比限值。

According to the elastic bucking theory this paper reviews and compares the calculations that such member bend around the reat axis and the hollow axis as well as bend with torsion around the hollow axis. here this paper presents a formula of calculating b used in with the h - shaped anglicizing element. meanwhile, this paper deduces out a formula of calculating b. by, which the member could be controlled to only buckle around the real axis

本文根據彈性屈曲理論對雙肢格構式單軸對稱綴板柱繞實軸、虛軸以及彎扭屈曲進行了計算分析和比較，提出了繞虛軸側向屈曲的換算長細比_ （ oy ） = （ y ~ 2 + l ~ 2 ） ~ （ 1 / 2 ）中的值用h計算單元指出的計算公式，同時推導出了單軸對稱綴板柱只出現繞實軸彎曲屈曲的最小肢間間距b 。

Leaders of 13 top mainland medical schools witnessed the launch and exchanged ideas for expediting the medical exchange between the mainland and hong kong in the medical school leaders forum. leading paediatric surgeons and orthopaedists from hong kong, the mainland and overseas also convened at the advances in paediatric surgery and paediatric orthopaedic surgery symposium held on the same day to discuss various important issues such as spina bifida, scoliosis, trauma care, limb realignment and paediatric minimally invasive surgery

十三間內地頂尖級醫學院校的領導應邀出席成立典禮，並參加醫學院領導交流會，就拓展香港與內地醫學交流，集思廣益。同日舉行的還有小兒外科及小兒骨科新進展學術研討會，參加者包括海外、本港及內地的傑出小兒外科及小兒骨科專家，探討課題包括脊柱裂、脊柱側彎、創傷處理、肢體矯正、小兒微創外科等。

Experimental study on seismic behaviors of transfer floor from inclined column to framed short - leg shear wall

框支短肢剪力墻結構中斜柱轉換結構的抗震試驗研究

Professor cheng has received numerous awards for his outstanding work in research. his research interests include orthopaedic surgery, paediatric orthopaedics, etiology and etiopathogenesis of adolescent idiopathic scoliosis, congenital muscular torticollis, and biomaterial basic science and applied studies

他的主要研究范疇包括骨科外科、小兒骨科、青少年特發性脊柱側彎、先天性肌性斜頸、肢體延長的應用及骨密度研究、生物材料的基礎研究及應用等。

According to the pseudo static tests on two specimens of transfer floor from inclined column to framed short - leg shear wall, which are subjected to the vertical loads and the horizontal cyclic loads, in this paper the stress distributions, final failure model of the specimens, paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail, the ductility and energy dissipation of the specimens are also specially studied

摘要通過對兩榀框支短肢剪力墻斜柱轉換結構在豎向荷載及水平低周反復荷載共同作用下的擬靜力試驗，分析了試件的應力分佈狀態、破壞形態、荷載傳遞規律以及轉換梁的受力性能和試件的抗震性能。

Therefore, for l, t and + - shaped columns, as long as the shear bearing capacity and ductility in frame - direction satisfy requirements, the shear bearing capacity and ductility under two - directions need not to be checked

因此，對等肢l 、 t和十形柱，只要框架軸方向延性和受剪承載力滿足要求，則斜向作用時也滿足要求。

6 experimental researches on two - directional shear behavior of l, t and + - shaped columns are undertaken. for l, t and + - shaped columns, the shear bearing capacity and ductility under two - directions is not worse than that under frame direction

6對斜向荷載作用的l 、 t 、十形柱受剪性能進行了低周反復荷載試驗研究，得出如下結論：對等肢l 、 t和十形柱，斜向加載的延性基本等同或好於框架軸方向，斜向受剪承載力高於框架軸方向。

Steel column component

鋼柱分肢51

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。

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。

Short - limbed wall ( slw ) is defined as the shear wall with a ratio of section depth to width ( rdw ) being 5 - 8. usually, the section width is 200 - 250 mm, and the depth is between 1 000 and 2 500 mm

短肢剪力墻是指墻肢截面高度與厚度之比為5 8的抗震墻，通常墻厚不小於200mm ，肢長在1000 2500mm之間，它介乎于異形框架柱和一般剪力墻之間。

It is found by comparison 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 compression ratio should be controlled strictly so as to meet the needs of constructional reinforcement to prevent the probably curling and shear failure for the purpose of meeting the needs of the construction of small high - buildings

對比討論發現：採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並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築和結構的需要。

The design of special - shaped column and short - leg shear wall structure is comparatively complicated. the research of seismic property is not mature. meanwhile, comparison and analysis of the economical indexes of the above three structure are not enough, which gives a bad influence on people ' s cognition of the seismic and economical property of residence structure and is not good to people ' s hold of the application of residence

異形柱及短肢剪力墻結構的設計比較復雜，抗震性能研究不夠成熟，同時有關三種結構的經濟指標比較分析不多，影響了人們對住宅結構體系抗震及經濟綜合性能的認識，不利於業主和設計人員對住宅結構體系應用范圍的把握。

After studying a lot of research papers on special - shaped column and short - leg shear wall structure, i select a typical short - leg shear wall residence structure in hefei. rectangle frame, special - shaped column and short - leg shear wall structure are designed respectively by use of pkpm software according to the present design code

因此通過調查研究，選擇合肥某住宅小區典型的短肢剪力墻住宅結構為研究對象，根據現行的建築結構設計規范，利用pkpm系列軟體，分別設計成普通矩形柱框架、異形柱框架和短肢剪力墻結構。

Battened steel column

雙肢鋼柱

Double component concrete column

雙肢柱26