整體結構的 的英文怎麼說

中文拼音 [zhěngtǐjiēgòude]
整體結構的 英文
integrally-built
  • 整 : Ⅰ形容詞1 （全部在內; 完整） whole; all; complete 2 （整齊） neat; tidy; orderly Ⅱ動詞1 （整理; 整...
  • 體 : 體構詞成分。
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 的 : 4次方是 The fourth power of 2 is direction
  • 整體 : ensemble; whole; entirety
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. This has resulted in the fracturing of the monolith

    這也導致了整體結構的破裂。
  2. The result of test throughly verified some mechanical characteristics of tensegrity systems

    試驗結果充分驗證了張拉整體結構的一些力學特性。
  3. The safety load - carrying ability and the using conditions of the whole structure of the bridge could be estimated according to its actual working conditions under dynamic load

    了解該橋在動力荷載下的實際工作狀態，判斷該橋整體結構的安全承載能力和使用條件。
  4. The newly arisen homogenization theories of masonry, derived from composite material mechanics, bases on the characteristics of masonry ' s constituent phases and the analysis of their blend effect, so that the mechanics characters of the masonry representative volume element ( rve ) can be obtained. then the rve is applied in complete structures to describe the structures mechanics characters

    新發展起來的砌體均質化理論，源於復合材料力學，它以砌體各組成相（材料）的力學性能為基礎，以分析它們之間的混合效應為主，得到砌體代表性體積單元rve （ representativevolumeelement ）的各種力學特徵，再將代表性單元應用到整體結構中，來表達整體結構的力學性能。
  5. Based on fem analysis software ansys, a cylindrical latticed dome of an aerodrome is analyzed as an example. the progress of load - displacement for the whole structure - - cylindrical latticed dome & columns is record

    本文利用結構分析軟體ansys ，以某機場航站樓單層柱面網殼結構為例，追蹤了柱面網殼+支承柱這一整體結構的荷載-位移全過程。
  6. The results indicate that the vierendeel arc is similar to full - web arc in macro while they are different in local. by comparing the mechanics characteristic between orthogonal vierendeel dome and vierendeel arc, the results reveal that vierendeel dome has the advantages of vierendeel arc and shell structures

    通過對正交空腹網殼整體結構的受力特點與單榀空腹拱的比較，表明正交空腹網殼具有空腹拱的優點，又發揮了殼體結構以受薄膜力為主的特點。
  7. 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，提出框排架結構的設計原則和具體的設計方法，主要有以下內容： （ 1 ）考慮平扭耦聯空間整體結構的振型分解法； （ 2 ）針對該類主廠房結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柱的軸壓比限值及相應的構造要求； （ 3 ）對異型節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。
  8. To promote the quality of hospital service, not only proper introduction of macro - policy and optimization of whole structure, but also quality management involved in all kinds of healthcare activities are needed so as to discover problems promptly and to eliminate mistakes and waste

    醫院提高醫療服務質量，不僅要有宏觀政策的正確引導，整體結構的優化，而且質量管理應盡可能深入到醫療活動的各個環節，以便及時發現問題，消除錯誤及浪費，達到醫療服務質量的持續改進。
  9. From above analysis, the thesis gets conclusions as following : ( 1 ) the frequencies of multi - tower building are so dense and the coupling in each mode is so evident that the cqc method instead of srss should be used to calculate the seismic action effect ; ( 2 ) torsion effects is distinct between the modes of asymmetry multi - tower structure and it is necessary to take translation - torsion coupling into account ; ( 3 ) the effect of the enlarged base rigid on the seismic properties is very big, the rigid ratio of the enlarged base to towers in asymmetry multi - tower structure should be designed in a proper range ; ( 4 ) the distribution of plane rigid is asymmetry because of the asymmetry layout of towers. the torsion effects of structure not only result in large torsion internal force in vertical element resisting lateral displacement, but also make large influences on the stress of transfer plate and near floors, thus it is necessary to strengthen those floors

    通過上述分析，得出以下主要結論：多塔樓結構存在頻率密集現象，各振型間耦聯效應明顯，地震作用計算應採用cqc組合原則而不能簡單地採用srss組合原則；非對稱多塔結構的振型中，扭轉作用明顯，平扭耦聯效應值得考慮；裙樓剛度對整體結構的抗震性能影響很大，非對稱多塔結構宜控制裙樓與塔樓剛度比在適宜的范圍；非對稱多塔易導致平面剛度分佈不均勻，結構扭轉效應不僅在豎向抗側構件中引起較大的扭轉內力，對轉換層樓板應力有較大的影響，且延續至相鄰樓層，對相應樓層均應採取相應的加強措施。
  10. At last, take a three - storeyed and two - span reinforced concrete frame as example, its damage value under cyclic load at different time is computed by the program. and the damage evolution curve of different element and whole structure is also obtained. as result the damage evolution law of reinforced concrete structure under cyclic load is found, which provides basis for the study of collapsing mechanism of reinforced structure under seismic force

    最後，以一個三層兩跨的鋼筋混凝土框架為例，應用作者自編的程序計算了循環荷載作用下該框架結構在不同時刻的損傷值，並給出了其不同構件及整體結構的損傷演化曲線，揭示了循環荷載作用下鋼筋混凝土框架結構的損傷演化規律，為地震力作用下鋼筋混凝土結構的倒塌機制問題的研究提供了依據。
  11. ( 3 ) a design method, which applies spatial many - body center configuration concept to the mechanical structure of the tiltmeter, is first presented and realized

    （ 3 ）首次提出並實現了利用空間多體中心構型概念進行傾斜儀機械整體結構的設計，從而最大限度地滿足了傾斜儀穩定性要求。
  12. To plant steel rods in the assemble type concrete slab bridge deck and execute transverse pre - stresses not only can strengthen links between the assemble type concrete slabs and the bridge deck, but also can strengthen the transverse entirety of the whole bridge structures, and intensify the resistance of the bridge to active loads, vibrations and abrasions

    摘要通過在裝配式混凝土板板頂植筋並對橋面施加橫向預應力，不但可以加強板與橋面鋪裝層的連接，而且還可以加強整體結構的橫向整體性，增強結構對動載沖擊、震動、磨耗抵抗能力。
  13. The rule of the axial force distribution in the src column summarized, and a reasonable formula for the axial force level ’ s calculation in src column is offered for the design. besides, the aseismic analysis methods for the src structures are listed, and the dynamic time history analysis and static push - over analysis for the whole structure are done. the character of the earthquake response in this kind of structure is analyzed and some advice for actual design is proposed

    同時分析了src柱中的軸力分配規律，給出了比較合理的src柱軸壓比計算公式;另外綜合敘述了適用於src結構抗震分析的方法，並且運用常用的設計計算軟體對整體結構進行彈性的動力分析和靜力彈塑性分析，得出src柱對結構的整體抗震性能有提高，可以在保證豎向承載力的同時增大整體結構的抗側能力，為以後的實際設計提供一定的依據。
  14. Detailed scheme of structure design of iter helium cooled solid breeder ( hcsb ) test blanket module ( tbm ) has carried out

    摘要給出了中國iter氦冷固體增殖劑（ hcsb ）實驗包層模塊（ tbm ）整體結構的初步設計。
  15. This paper describes the behavior of ground pressure in gaofeng mining district, presents the causes of ground pressure activities appearing and the evaluation criteria of ground staility, evaluates the global structure stability of no. 100 orebody of gaofeng mine, finally discusses the possibility of recovering the residual ore of the orebody

    摘要敘述高峰礦區的地壓顯現特點，地壓活動產生的根源以及巖體穩定性評判標準，評價了高峰礦區100號礦體整體結構的穩定性，探討100號礦體殘礦量回收的可能性。
  16. In tall buildings, for frame - shearwall structure with steel truss transfer story with large span, studies on its dynamic characters and seismic performance are performed. with different transfer story location at the structure, the difference analysis about the structures to period and mode, displacement, and shear etc. is performed in detail. and the vertical load effect to the steel truss transfer story with large span is analyzed

    對于高層建築中帶大跨度鋼桁架轉換層的框架?剪力墻結構，分別對不同轉換層設置高度下整體結構的動力特性和抗震性能進行了分析，對整體結構的周期和振型、整體結構的位移和層間位移、結構的剪力和層間剪力等方面性能的差異進行了研究；對大跨度鋼桁架轉換層在豎向地震作用下對其受力的影響進行了研究。
  17. The results show that the end - plate bolted connections are semi - rigid connections, and the flexibility of the connections affects the behavior of the frames, and their influences can not be ignored in the steel portal frame design and analysis

    計算結果表明，高強螺栓端板連接是一種半剛性連接形式，節點剛度對門式剛架整體結構的內力和變形將產生較大影響，在門式剛架的分析和設計中，應考慮節點半剛性的實際影響。
  18. This paper wants to provide the experimental data base and theoretical approach of this new type structural system and assess earthquake - resistant behavior and destroying characteristics of this new system

    本文的研究旨在為這種新型組合結構體系提供試驗依據、弄清整體結構的抗震性能和破壞機理、提出理論分析方法和設計原則。
  19. The steady of grottoes attacked by earthquake is analyzed with the engineering soft named adina, in order to show where the weak parts of grottoes are and time - history curves of the horizontal displacement of the easily damaged nodes and time - history curves of first and third principal stress of the easily damaged elements

    （ 3 ）以大型adina有限元分析軟體為基礎，編制了預應力錨索材料的非線性有限元計算程序模塊，研究石窟在地震作用下的穩定性問題。選取能代表石窟整體結構的三個不同剖面作為有限元計算模型，並採用不同工程特性的地震動加速度時程作為荷載輸入。
  20. 3 ) based upon analyzing the variation laws of bridge ’ s dynamic features, it is proposed in this paper that structure frequency and mode of vibration should not be used as the “ dynamic index ” of cable force dynamic evaluation, because the variation of structure frequency and mode of vibration resulting from tie bars ’ loss is very small

    3 ）在分析系桿截面損失時橋梁整體結構的動力特性變化規律的基礎上，指出系桿損失引起的整體結構頻率及振型的變化很小，不宜作為索力動態評估的「動力指紋」 。
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