設計建議 的英文怎麼說

中文拼音 [shèjìjiànyì]
設計建議 英文
design proposal
  • 設 : Ⅰ動詞1 （設立; 布置） set up; establish; found 2 （籌劃） work out : 設計陷害 plot a frame up; fr...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 建 : Ⅰ動詞1 （建築） build; construct; erect 2 （建立; 設立; 成立） establish; set up; found 3 （提出;...
  • 議 : Ⅰ名詞（意見; 言論） opinion; view Ⅱ動詞（商議） discuss; exchange views on; talk over
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. So the topic for farther discussion will be developed on the ground of soil - foundation - structure interactions, and em phasizes particularly on the investigation for dynamic effects on interaction of pile - supported structures subjected to lateral seismic load at layered - soil media. it will provide engineering application with practical and concise computational method, but also provides the aseismatic design for pile - supported structures with proper theory foundations and schemes to some extent on condition that definite codes are absent at present. the full article is divided into six chapters, as follows : 1

    本論文工作將圍繞地基-基礎-上部結構共同作用這一課題作進一步探討，側重於水平地震作用下層狀地基土中的樁基-建築物的動力相互作用的研究，為實踐應用提供了適合於工程目的的、比較簡捷的實用計算方法，亦擬為沒有明確規范指導的樁（土）基礎-結構抗震設計提供一定的理論依據和設計建議。
  2. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求，在高位轉換層結構中採用迭層空腹桁架結構.首先分析了其受力性能，得出了空腹桁架各構件合理的截面剛度以及布局形式.然後結合一實際工程，進行了兩榀迭層空腹桁架轉換結構模型（ 1 : 8相似比）的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝土迭層空腹桁架，另一榀配置了預應力和鋼骨混凝土，對比分析了兩模型的層間位移比、骨架曲線以及等效粘質阻力系數等抗震性能的比較，並進行了彈塑性動力分析.試驗和分析結果表明，配置預應力和型鋼混凝土的迭層空腹桁架轉換結構具有良好的抗震性能，可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊端問題，最後對這類轉換層結構提出了相應的設計建議
  3. On the basis of the experimental research, its hysteresis characteristics, calculation method of stiffness in different stage and ultimate bearing capacity are discussed. based on a seismic design method on the new lateral resistant system is concluded according to the research result in the paper. the effect of some parameters is discussed on steel frame with cavity sandwich wall infill and some design suggestion is presented

    在試驗研究的基礎上，建立了該體系的恢復力特性模型，提出了模型各受力階段的剛度計算公式、極限承載能力的計算方法和抗震計算方法；對影響空腔結構砌體填充墻鋼框架抗側力性能的因素進行了討論，提出了設計建議。
  4. The pre - stressed anchor supporting structure with beam and column is analyzed theoretical in this paper, combined with theoretical study and design of such supporting structure, which is one of the plan projects of construction science and technology in hunan province. the topic provides engineering aiming with practical and concise computation method, and also provides the advice for structure with proper theory foundation and schemes to some extent

    本文結合湖南省建設科技計劃項目「永久性肋樑柱錨桿擋土墻設計關鍵問題及計算軟體開發」 ，對預應力肋樑柱錨桿支擋結構進行了理論分析，提供了適合於工程的、比較簡捷的實用計算方法，同時也為該類支擋結構設計提供一定的理論依據和設計建議。
  5. The design of a practical project is based on the study of this thesis

    5 .提出了鋼筋混凝土承臺-鋼柱腳組合部件的設計建議。
  6. Hi this paper, a common air conditioner simulation program which has been verified by experiments results before has been improved. comparing the calculation and the experiment results at the same state indicates the accuracy and reliability of the improved mathematics model

    本文首先對經過了實驗驗證的定頻空調器數學模型進行了改進，用空氣焓差法對樣機進行了實驗，提出了對空調器變頻控制器的設計建議。
  7. Seismic analysis of and design suggestions for batter - piles in pile - wharfs

    高樁碼頭叉樁震害分析及設計建議
  8. At right such as the downtown city country combination, orange continent, changsha county from set up the residence and laodao river the farmer setting the area inside the setting door to modification profession technical personnel recommend project the in side, and reflect the live culture of the original ecosystem of and spread the - material of, immaterial - analysis middle finger out : the space is a life experience backlog with, accumulate the with orientation but, not arbitrarily transplant the so - called " advanced culture ", and afresh establish the living order, then artificial propulsion of, should suffer the respect of on these grounds intent the set up the " authenticity " the theories counteract its leading the farmer setting the area, conduct and actions farmer setting community this a special carry the suggestion in the adaptability living quarter of and the single design of the environment and congirl

    在對諸如市區城鄉結合部桔子洲、長沙縣自建宅及撈刀河鎮農民安置區中安置戶對專業技術人員推薦方案的修改中反映出的原生態活態文化傳承? ?物質的、非物質的? ?的分析中指出：空間是生活經驗經累積與適應積淀而成，不是任意移植所謂的「先進文化」 、重新建立生活秩序即可人為推進的，是應該受到尊重的。據此意圖構建「原生態」理論並用其指導農民安置區作為農民安置群體這一特殊群體載體的適應性住區與環境及相應的單體設計建議。
  9. The numerical simulation of the push - out test specimens were conducted with the ansys program, the simulation results were in good agreement with the experimental results, based on which a series of src beam specimens experimented before were also numerically simulated with the ansys program and compared with the experimental results, from these a set of methods to simulate the src structures with the ansys program, which including the establishment of the fem model, solution of the fem model, solution results analysis and so on was finally established

    ）程序對推出試驗進行了數值模擬，並與試驗結果進行了對比分析，然後對型鋼混凝土梁進行了ansys ~ （ ? ）程序有限元分析，最終形成了一套型鋼混凝土構件ansys ~ （ ? ）程序有限元分析的建模、計算和分析方法，並根據本文的粘結滑移基本性能研究提出了型鋼混凝土粘結錨固可靠度分析方法和錨固設計建議。
  10. A study on earthquake disaster prediction of multi - story residence buildign

    多層住宅樓房屋震害預測及抗震設計建議
  11. Secondly, by low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. at last we analyze the destroy principle and affection reasons of hollow shear wall of r. c with vertical seams in different height and loading measures, we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r. c

    首先運用ansys有限元程序分析彈性階段水平外荷載施加后，帶豎縫鋼筋砼空心剪力墻板內應力分佈及變形情況，再在試驗數據的基礎上，研究低周反復水平加載條件下，各試件的強度、變形、能量特性；各試件的荷載特徵值；各試件的滯回曲線、骨架曲線；延性及剛度退化等參數；最後，分析了不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板的破壞機理和承載力影響因素，並給出不同剪跨比和加載條件的帶豎縫鋼筋砼空心剪力墻板承載力計算公式及設計建議。
  12. This paper presents some aseismic concepts of tube structures with transfer storey and experiment on transfer bracket as a new style of transfer member

    本文研究給出了帶轉換層簡體結構抗震設計概念，對簡體結構「搭接柱」這一新型轉換層結構作了試驗研究，並提出設計建議。
  13. 3. some suggestions for seismic tectonic measure of shear wall with concealed steel bar truss have been presented. and some advice for seismic design of this new shear wall has been put forward

    3 .給出了內藏鋼桁架混凝土組合剪力墻的抗震構造措施，提出了該新型剪力墻結構的抗震設計建議。
  14. Street - level life : every effort has been made to provide the public with street level access and an interesting street level experience. podiums and deckings have been eliminated. there are no underpasses or tunnels through the buildings

    以上各項建議的目的，是為公眾創造更便捷的地面通道，與及更有趣的街道活動體驗，因此撇除了露天平臺及架空樓層的設計，建議計劃中，添馬艦政府總部大樓改為建於地面及體積較細小的建築物。
  15. Discussion on the compression stress of the huge u - shaped bridge abutment and design suggestions

    型橋臺的受力分析及設計建議
  16. According to the result of the field observation, the design by load equivalent simplification and plotting out representative local models following spatial strut - and - tie theory are obviously practical, recommendations for design on the basis of the result are put forward, including skipping rafts processing straight transmittal function so as to induce thickness of the plank and use of reinforced steel

    實測結果表明，樁筏基礎按空間桁架理論通過荷載等效簡化並劃分成有代表性局部模型的設計方法是可行的，據此，提出了扣除直接傳遞的荷載設計筏板以減少板厚和配筋等相應的設計建議。
  17. With combined effort in theoretical analysis and fem, the author studied engineering mechanism and distortion character, under vertical load, of rc bi - direction cellular slab, and put forward some ideas on construction design and practical formulations

    本文通過理論分析和有限元方法相結合，研究了鋼筋混凝土雙向空腹板在豎向荷載作用下的受力機理和變形特徵，並提出了一些設計建議和實用公式。
  18. By borrowing ideas from relative codes, design propositions for new joint are presented

    並參考相關設計規程，提出了新型節點的設計建議。
  19. Ensures the producability of designs and products by performing feasibility and r & r studies as required and suggest design for manufacturability changes to product engineering

    按要求確保產品以及產品設計的生產可行性以及生產的休養與恢復，並且能夠依據生產的變動為產品工程提出設計建議。
  20. Furthermore, mechanical models of structural analysis of these sorts of structures are provided in this thesis. finally, the reasonable methods and details of seismic design are suggested

    在試驗研究基礎上，通過理論分析，建立了結構力學分析模型，提出了結構抗震設計建議和合理的抗震構造措施。
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