邊框形式 的英文怎麼說
中文拼音 [biānkuàngxíngshì]
邊框形式
英文
preset-
187 there are various types of lines on the drawing such as : border lines, visible lines, invisible lines, break lines, phantom lines
圖上有各種形式的線條，諸如：邊框線、實線、虛線、剖面線、中心線、引出線、尺寸線、斷裂線、假想線。The two specimens, which are designed as : main beam - pre - stress beam ? floor ? frame columniation assemble the space specimens. in order to checkout whether the code can be applied for the special structure systems, the structure of the specimens refer to the current gb50010 - 2002 concrete structure design code and gb50011 - 2001 seismic resistant code
本文試件的各組成構件為：非預應力邊梁預應力梁板框架柱組合空間試件，各組成構件的構造參照了現行《 gb50010 - 2002混凝土結構設計規范》及《 gb50011 - 2001抗震規范》的有關規定，以檢驗規范及設計條例能否適用於該特殊結構形式。Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program, the study of composite wall, with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained, also the influence to wall ' s stiffness and bearing capacity by kinds of factors, including wall ' s shear span ratio, member ' s section, bar arrangement, etc. based on the hammer blow test and stiffness test, a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed
在對密肋復合墻板運用ansys ~ （ （ ? ） ）程序進行數值模擬、分析驗證的基礎上，對典型組合墻體在不同連接構造和不同荷載效應組合作用下的受力形態和破壞模式進行研究；計算分析了復合墻體剪跨比、邊框柱截面尺寸、邊框柱配筋大小以及墻板內肋梁肋柱配筋等諸多因素對密肋復合墻體承載力及剛度的影響，得出其變化規律。As one of the. most effective rock shoring forms, rock - bolt reinforcement is still in use combining with some shoring forms such as three - dimensional vegetable netting, insufflating - virescence reinforcement, sash reinforcement and their effects are very distinctly
但作為減小巖體側向變形、增強邊坡穩定的錨桿支護作為最有效的巖質邊坡的支護方式之一，仍廣泛地於三維植被網、邊坡綠化噴播、框格防護等形式結合進行邊坡防護，效果非常明顯。Meanwhile, by using delaminating combination finite element method and macro finite element analysis methods, the paper present two kinds of analysis programs. based on the aforementioned analysis program, the failure form, distribution of plastic hinge, load - carrying capacity, displacement and ductility characteristics are investigated to reveal the failure mechanism and the failure proceeding under seismic effects. the results are in good agreement with the test results, indicating the precision of the aforementioned two programs is satisfiable to the practical engineering design
分別採用分層組合式有限元和宏觀有限元分析方法，編寫了2種鋼筋混凝土中高帶邊框柱剪力墻結構的彈塑性有限元分析程序，同時利用上述2種分析程序，研究了模型結構的破壞形態、塑性鉸的分佈、承載力、位移及延性性能等特性，探討了這類結構在地震作用下的破壞全過程與破壞機理，得到其主要受力特性和抗震性能的一般規律，所得結果與試驗值吻合較好，表明上述2種程序分析結果的精度均可滿足實際工程的設計要求，因此可用於這類結構的抗震性能分析與設計。The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio
基於上述分析，本次試驗通過五個外包鋼混凝土邊節點1 4比例模型的偽靜力試驗，以柱的軸壓比、梁角鋼布置形式、配箍率等為主要參數，分析外包鋼混凝土現澆框架一般層邊節點在中高軸壓比（ n = 0 . 3 、 0 . 5 、 0 . 6 ）條件下，節點的抗剪機理、破壞模式、變形能力、承載能力和角鋼錨固的可靠性；分析了頂層邊節點在張開彎矩作用下的工作性能、破壞模式和抗剪承載力；分析了試驗節點的滯回性能和耗能能力。Except the first 1 jiao, all jiao notes are without any border so that the image appears to be more open on smaller notes
角幣除最初設計的棗紅色1角券仍保留了變形的底邊框外，全部取消了邊框，成為開放式構圖。He was turning the pages of the magazine, when suddenly he stopped. " ephemera " had been featured, with gorgeous head - piece and beardsley - like margin decorations
蜉蝣是以特稿形式刊登的，有豪華的題花和比亞茲榮風格的邊框裝飾。Take the normal graded granularity for example, the curve function of the collaring rectangle was derived, which can provide a kind of mathematic model for drawing the lithologic frame of terrigenous elastic rocks in the second development of graphic software
為了彌補繪圖軟體的這些不足，提出用曲邊矩形代替矩形來繪制陸源碎屑巖巖性框架，並以表示正粒序陸源碎屑巖巖性框架的曲邊矩形為例，詳細推導了其曲邊的函數表達式，為繪圖軟體的二次開發提供了陸源碎屑巖巖性框架繪制的一種數學模型。Indicates the component has some form of visible user interface and the selection service is drawing a selection border around this user interface
指示組件具有某種形式的可視用戶界面並且選擇服務正圍繞此用戶界面繪制選擇邊框。Some popular presets that have been introduced as well
同時也引入了一些流行的邊框形式。For three - short - pier shear wall under vertical loads, the results remain the same, and transfer beam at this moment will work with the middle pier, constituting a t - shape beam to sustain the moment and axial tensions together. 4. under the horizontal loads, the inner stress distribution in the frame supported short - pier shear wall shows similarities with that of the short - pier shear wall underneath the fastened supports
4 、水平荷載作用下，框支短肢剪力墻墻肢內的應力分佈形式接近於下部固支的短肢剪力墻的應力分佈;轉換梁承受上部墻肢傳遞的拉力、剪力和彎矩，當短肢剪力墻墻肢數量較多時，轉換樑上、下邊緣拉、壓應力交替出現，剪應力的最大值處于洞口下方的轉換梁體內。Firstly, this paper introduces model representation and interactive technique in our editor and designs a framework supporting polygon mesh model and a men - machine interactive system with manipulations and commands at the core ; and introduces application and optimization of opengl poly - view in os environment
本文首先介紹了角色動畫編輯器中的模型表示和互動式操作機制，設計了支持多邊形網格模型的類框架結構和以操控和命令為核心的人機交互系統；並介紹了多個opengl視圖在操作系統下的優化應用。First, failure pattern, deformation character, carrying capacity and rigidity of multi - rib panel with outer lightweight frame under seismic loading are analyzed synthetically in the paper
文中首先對帶邊框密肋復合墻板在地震作用下的破壞模式、變形特徵、承載能力及剛度進行了綜合分析，並與組合磚墻的受力性能進行對比。分享友人