柱間結節 的英文怎麼說

中文拼音 [zhùjiānjiējié]
柱間結節 英文
intercolumnar tubercles
  • : 間Ⅰ名詞1 (中間) between; among 2 (一定的空間或時間里) with a definite time or space 3 (一間...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : 節構詞成分。
  • 結節 : [生物學] tubercle; [拉丁語] tuber; tuberculum; plexus; protuberance; protuberantia; [拉丁語] scob...
  1. Establishing an human spine dynamic model is an significan event to study spine injured biomechanics of pilot " s ejective injury, parachute opening, landing and study the endurance to impact loading on human spine. in this paper, the huston " s method of kane " s equations is developed so that it can be applied to the multibodysystem including translation between the bodyies. the dynamic model of human spine is provided basing on these theories, while the big movement of spine is considered. the deformation of vetebra is far smaller comparing with the intervetebra disc, so the spine is considered into multibodysystem including rigid bodies ( vetebra ) and the flexible bodies ( intervetebra disc ). the computer solution correspond with the results of the large scale human impact test. the rigid coefficient factors and the damping factor of intervetebra joints are obtained

    人體脊動力學模型的建立對研究飛行員彈射救生、傘兵跳傘開傘、著陸等脊損傷的生物力學以及研究人體脊耐受沖擊載荷的極限問題都具有重要意義.首先發展了凱恩方程的休斯頓方法,使其可應用於變形體連接的多體系統,並以此理論為依據建立人體整椎脊沖擊動力學模型,此時考慮脊的大位移運動,每個椎骨的變形相對椎盤的變形小得多,把脊看成由剛體(椎骨)和變形體(椎盤)組成的多體系統.並以大型真人坐姿沖擊實驗果進行了擬合,最後得到腰椎剛度系數因子和阻尼系數因子
  2. With the extensive application of composite structures, the behavior of composite actionbetween concrete floor and steel beams has become an attractive area for research. consideringthis kind of combination function, the frame should be designed according to steel - concretecomposite frames, and the working behavior of its beam - column connections is the basis ofanalytic foundation of such frames

    隨著組合構的廣泛應用,考慮鋼筋混凝土樓板和鋼梁之的組合作用也正成為人們越來越關注的研究課題,考慮這種組合作用后,框架應該按鋼-混凝土組合框架進行分析設計,其樑連接點半剛性工作性能的分析是這種組合鋼框架構分析的基礎。
  3. The stationary slewing crane has such characteristics as simple structure, convenient operation, high efficient, etc. it is widely used for the feeding and laying off of the workpiece of production line, assembly line and lathe in the workshops, and the material swinging operation in such places as the warehouse, quay, etc

    式旋臂起重機定式旋臂起重機,具有構簡單操作方便能高效等特點,廣泛用於工礦車的生產線,裝配線和機床的上下工件,以及倉庫碼頭等場所的物料吊運作業。
  4. Conclusions : radiculomedullary arteries would not be damaged if intercostal arteries are deligated at the lateral of transversocostal joint or beyond 1cm of the caput costaes on anterior approach. the distance between two adjacent intercostal or lumbar arteries provide a safe window through which a herniated thoracic disc maybe approached. it indicates the least injury of vessels in osteotomy via the posterior approach in the middle of arcus vertebrae and vertebral body

    論:脊前路矯形應在根髓動脈分支前,扎多個段血管,脊髓血供可以通過後方代償,能避免累及脊髓根髓動脈產生脊髓損傷;側前入路應在根髓動脈分支后,經胸、腰段毗鄰的動脈之,椎盤切除或椎隙減壓傷及根髓動脈出現脊髓損傷機率最小。
  5. Based on behavior of joint core under cyclic reversal load, according to actual measurement load - displacement hysteresis loops, slip of longitudinal reinforcement passing through joint and shear deformation of joint in a serial of beam - column subassemblage tests, the typical slip hysteresis model of longitudinal reinforcement passing through joint and typical shear deformation hysteresis model of joint are proposed in this paper

    本文以點的受力特性及規律為基礎,基於若干樑組合體低周交變加載試驗的實測點恢復力滯回曲線以及從中分離出來的貫穿點的梁筋滑移變形果、點剪切變形果,分析總得到有一定代表性的梁端剪力與貫穿點梁筋滑移之和梁端剪力與點剪切變形之的滯回關系模型。
  6. Some helpful conclusions were made. based on the experimental results and theories research, the author put forward some valuable conclusions of this new type of frame - bent structures : ( 1 ) the initial force calculation method considering the lateral torsional coupled ; ( 2 ) the design and construction method of the high - strength concrete frame - bent columns under the high axial compression ratio ; ( 3 ) the construction method of the abnormal joints

    在試驗和理論研究的基礎上,提出框排架構的設計原則和具體的設計方法,主要有以下內容: ( 1 )考慮平扭耦聯空整體構的振型分解法; ( 2 )針對該類主廠房構中應用高強混凝土的問題,提出應用高強混凝土的框排架的軸壓比限值及相應的構造要求; ( 3 )對異型西安建築科技大學博士學位論文點劃分不同區域分別給出其構造要求。
  7. So, the combination of steel and concrete can exert the two material ' s preponderance respective, at the same time, because the steel pipe stipulation core concrete function, that will make the steel pipe concrete load carrying capacity increase, used for the residence building, and can economize the material with increase the room usage area

    將二者合起來組成組合構能夠充分發揮兩種材料各自的優越性,同時,由於鋼管對核心混凝土的約束作用,將使鋼管混凝土的承載能力提高,用於住宅建築,能夠約材料和增加房使用面積。
  8. Besides, compariative analysis was carried out on ductility and energy comsumption of the interior joints on the top story with 90 ? bent hooks, exterior joints in the intermediate stories with different detailing of longintudinal reinforcement in the columns, and the knee joints with different lap splices in the beam and the column under negative moments. seismic anchorage and lap splices schemes were presented for the longitudinal rebars in the joint core

    此外重點對不同條件下中層端點梁筋帶90彎折錨固端的試驗果、頂層中點採取不同筋構造方案的試驗果以及樑負彎矩筋採取不同搭接方案的頂層端點的試驗果的延性和耗能性進行了對比分析。
  9. This paper analyzes and designs the big - space rc thin shear wall residential structure, ! ! includes designs and analysis for shear walls by method of material mechanics and related software, columns, it is designed and analyzed for beams and slabs by theory of elastic and method of moment index, but it is principal for beams and slabs to compute deformation and crack. at last it is compared with three structrual types, although the cast of new structrual types is higher than marnoey structre. it has some merits. lt gives the theory base for design of resident

    本文對大開鋼筋砼薄壁剪力墻能住宅構進行了相應的構分析設計;對豎向承重構構件剪力墻、採用了材料力學分析方法及相應的軟體進行了內力分析及設計;對水平承重構構件梁、板進行了內力分析及設計,主要進行了變形、裂縫的計算;對能墻體進行設計;最後對三種住宅構形式進行了建築經濟比較分析,雖然新型住宅構高於磚混構住宅,但新型住宅構具有一些優點。
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