結構受載情況 的英文怎麼說

中文拼音 [jiēgòushòuzǎiqíngkuàng]
結構受載情況 英文
structural loading condition
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • : 名詞1 (感情) feeling; affection; sentiment 2 (情分; 情面) favour; kindness; sensibilities; fe...
  • : Ⅰ名詞1 (情形) condition; situation 2 (姓氏) a surname Ⅱ動詞(比方) compare Ⅲ連詞[書面語] (...
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. Unfortunately, the numerating model used in such method is quite different from the actual instance, and the constraints are to o simple, the effects of the side load, elastic modular of the stone body of the foundation and the compatible structural deformation are not involved in. due to the asymmetry of the spatial load, it is quite different between the analysis results and the test data

    這種集中計算方法力學模型的建立與的實際出入較大,且對邊界條件考慮過于簡單,對邊荷的影響、基礎巖體彈模的影響及本身變形協調一致等均未能一併考慮,對于空間力不對稱的狀,作為二維問題分析時計算果與應力測試果出入較大。
  2. The system reliability analysis method of arch - bridge is presented based on the failure model of arch rib, which is the most important failure model of arch - bridge. the control sections of arch rib in the analysis of bearing capacity reliability are determined according to the " five - spot coincidence method ", which is often used in arch - bridge design with chinese code

    針對拱式橋體系中的主要件?拱肋進行分析,借鑒拱橋設計中的「五點重合法」確定研究截面,進而根據該截面的不利確定荷布置型式。
  3. In the recent years, along with the construction of breasting dolphin, people put more and more attention to the interactional relation between laterally loaded piles and soil. but there is no domestic criterion about calculational methods of breasting dolphin

    50年代前,樁只作為承軸向力的件,隨著鋼樁在實際工程中的應用,樁的水平承性能越來越引起人們的重視,尤其是柔性靠船樁在大變位時,國內尚無針對這種的設計、施工規程。
  4. This paper related to a practical project that a high school is big bay building with teaching, experiment and studying, aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), and the building loading much ( the building " self - weight is over the 9. 0 kn / m2 ). compared to r. c. rectangle columns, studying the aseismic performance of the r. c. special - shaped columns pure frame structure, the r. c. special - shaped columns frame - truss structure and the r. c. special - shaped columns frame - shear wall structure

    本文,合某中學大開間教學實驗綜合樓的具體工程,就抗震設防烈度較高地區( 8度)和抗震不利的建築場地(類場地) ,並且建築物所較大的(建築物自重超過9 . 0kn m ~ 2 ) ,通過與矩形柱分析比較的方式,研究了異型柱純框架、異型柱框架-桁架,以及異型柱框架-剪力墻的抗震性能。
  5. This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure

    本文以軍用機場地面單機掩蔽庫工程建設為工程背景,首次對內襯三維波紋鋼板混凝土拱型復合力機理進行了靜力、動力和爆炸荷的分析研究。根據將橫肋、鋼筋及三維波紋鋼板的作用均勻分佈在殼體范圍內的,忽略橫肋、鋼筋及三維波紋鋼板沿殼體母線方向的抗拉、抗彎及其抗扭作用,首次推導出了內襯三維波紋鋼板混凝土殼體的微分平衡方程,建立了有限元計算模型,並採用三角函數法,求解了三維波紋鋼板混凝土拱型復合在分佈荷和集中荷作用下的位移響應和應力響應,並與普通殼體進行了比較。
  6. Though much progress has been achieved in previous study, there still remains a lot to be studied and perfected. the thesis is devoted to study on the multi - ribbed slab wall, the main bearing member in mrss, including its mechanism, failure mode, aseismic capability, mechanical models, ultimate bearing capacity and aseismic design based on control. the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall, the paper proposed the member ' s failure modes under horizontal loads, analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame, discussed the wall ' s bearing capacity, rigidity, deformation, ductility and energy dissipation ability in different modes, and put forward a simplified mechanical model of the slab wall under vertical loads

    本文針對密肋壁板的主要件? ?密肋復合墻體為研究對象,就其力機理、破壞模式、抗震性能、三階段力學模型、極限承能力以及基於控制的抗震設計方法等進行了較為詳細的研究,完成的主要工作有: 1 )通過對密肋復合墻體在水平低周反復荷和單調荷作用下的試驗研究,提出了墻體的主要破壞模式;分析了框格與內部填充砌塊、墻板與外框的共同工作的力特點;探討了不同破壞模式下墻體的承能力、剛度、變形、延性、耗能等抗震性能,並給出了豎向荷作用下密肋復合墻體的簡化力學模型。
  7. Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station, the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place. it also considered possible diversified combination of loading, and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison. as a result, it vastly improved burdening state of pier. by analysis of 3 - d finite element method, it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support, and the displacement result in diversified loading combination. those results gained the instructive and reference value in design of prestressed pier

    本文合黃河小峽水電站泄洪閘預應力閘墩這一工程實踐,採用國際上已成熟的有限元方法,合理地建立了預應力閘墩的三維有限元模型,該模型可方便地按預應力錨索的點位施加錨索預張拉力,考慮了可能發生的多種荷組合,並與無預應力閘墩進行了對比分析研究,指出其預應力效果是明顯的,可以大大改善閘墩力狀態,通過三維有限元分析,還得到了胸墻簡支、固端不同下的應力成果和各荷下的位移成果,這些成果的取得對預應力閘墩的設計具有一定的指導和參考價值。
  8. A group of calculated results is obtained when the train goes ahead a distance steps. thus, the results in a period are obtained. in addition, the local stress analysis and the shape optimization of locking hooks are done

    對于每種計算都按照準靜態問題進行分析,不考慮的加速度,只考慮荷作用點(火車車輪)的變化,列車每前進一段距離計算一個力工,得到一組數據,得到了一個周期的計算果。
  9. So the application of partial shear connectors in the building and bridge structure to supporting the fatigue load is feasible, and will bring considerable economic benefits

    因此必要的下在建築和橋梁中採用部分剪力連接來承疲勞荷的作用是可行的,並可帶來良好的經濟效益。
  10. In addition, based on the analysis of several factors including the single - double - layer span ratios, the height - to - span ratios and the pipe types, the nonlinear analysis gives important suggestion to engineering application

    同時考慮了幾何非線性的影響,在幾何非線性的影響下分析隨跨度、矢跨比、網格頻數等參數地震荷的響應,對工程應用提出有科學價值的建議。
  11. Based on the test data of the crc beams taken from some chemical plants, which were mainly corroded by chloride, a calculation model was derived to calculate the ultimate load bearing capacity of such crc beams. then, bp nn model was built up to predict the ultimate load bearing capacity of crc beams. using such nn model to analyze many groups of test data ( under various corrosion cases ), satisfactory results are achieved

    基於目前較少開展的實際腐蝕環境下鋼筋混凝土力性能的試驗研究,通過引入腐蝕混凝土和銹蝕鋼筋的損傷因子導出了氯離子腐蝕鋼筋混凝土件極限承力計算模型;建立了bp神經網路模型對腐蝕鋼筋混凝土梁承力進行了預測,通過對多組國外試驗研究果(不同腐蝕作用下)的分析均取得了令人滿意的預測果,並且隨著試驗資料的積累,預測效果可以得到進一步的改善;因此,本文建立的神經網路模型對腐蝕鋼筋混凝土件承力研究是一種十分有效的方法,具有較好的應用前景。
  12. Full - range of loading to the reinforced concrete columns with reinforced concrete cover during second stage of loading is analyzed by computer - test nonlinear developed in the text, in consideration of the condition that they are not unloaded or partly unloaded. based on the analysis, a simplified method is put forward in the paper to calculate the load capacity of cross - section of axially and eccentrically compressive rc columns with reinforced concrete cover. a theoretical calculation method is given to the practical engineering

    本文針對實際工程中經常採用的外包鋼筋混凝土加固鋼筋混凝土柱的加固方法,考慮到實際加固工程是在不卸或部分卸下進行,利用計算機對外包鋼筋混凝土加固柱二次力后進行非線性全過程分析,在此基礎上提出外包鋼筋混凝土加固柱軸心壓和偏心壓正截面承力的簡化計算公式,為實際工程中外包鋼筋混凝土加固柱的設計提供了理論計算方法。
  13. Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed

    鑒于國內外的研究把重點放在大力發展工程樁的實驗室承力監測方法與設備、如何使土方開挖機械現代化及對周圍建築的臨測方法上,本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序,並得出了聲波層析成像技術是砼樁的動態質量檢測的有效手段,這對指導施有積極、現實意義;提出了綜合運用朗肯土壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡土體應力及應變的變化,指出粘土地區也應考慮時間效應,並且進一步分析了基坑邊坡土體的塑性區形成和發展,找出邊坡最不利的區域,以確定地下室土體的挖掘的方式和順序,指出憑主觀臆斷與經驗來施工是不可取的;在分析、經較逆作法與大開挖順作法的地下室體系及施工順序的不同,提出了節點處理技術;分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異,並探討了解決的方法;本文還提出了環境振動對土體邊坡穩定產生影響的觀點,並分析了在環境振動影響下,土體的應力狀態及土休失穩破壞概率,並且還運用彈性力學知識和數學分析的方法定量地分析了地下混凝土墻力狀態,指出了被監測墻體的最大應力、應變位置。
  14. Then figure out the wind load in term of the load criterion and the wind tunnel test results separately. by comparing with the two results, we can draw a conclusion that the values which generated by the load criterion are bigger than these ones generated by the other. in order to calculate and design in the worst situation, the paper select the bigger basic wind stress and then turn the area - load into liner - load to receive the displacement of the nodes and the internal force of the cells generated by the static wind load

    由此,得出用於作業棚設計的數據,進而按建築荷規范和風洞試驗數據分別計算出風荷標準值以及基本風壓,通過對兩種靜力風荷計算的果進行比較,可以看出,按規范計算風荷果在的整體計算中偏於保守。按照最不利計算的設計準則,本論文選用較大的基本風壓值按力面積分配的方法把面荷轉化為線荷代入midas運算程序中,求得該在該靜力風荷作用下的節點最值位移。
  15. The ship - chamber is elastic and its distortion decides the distribution of water load. however the displacements of the ship - chamber are unknowable and how to determine the water load is the key point. the non - linear problem that load is dependent on displacement is analyzed and an iterative method is investigated to solve it

    承船廂是充水的彈性,水是流動的,它的分佈與廂體變形有關,而廂體變形又是未知的,針對這種水荷與位移有關的非線性問題,提出了用迭代的方法來確定水荷的具體分佈,從而得到了完全的描述。
  16. After analyzing several examples with the program of sap2000, it is certified that properly chosing lateral load patterns according to the structural dynamic performance is able to reasonably capture the structual response attributes

    應用sap2000程序對算例進行分析,算例分析證實,根據的動力特性選擇合理的側向荷分佈模式能夠較好的模擬地震過程中實際的力響應
  17. Speaking in detail, for every specimen, we study the for of the cracking load, yield load and failure load ; the ductility property ; the property of hystersis curvs and keleton - frame curves ; the degree of initial stiffess and stiffness degadation. secondly, the two different suo nlgn use ltslaences , wmcn are ootll shear wsll sttllctlllt , are tab6n as instanop the shear ’ wsi is oin 卜 hot8qopo inww 田 l ! s ot 以 j 口 willo 地 勸 憂 地 epo o odod sqo8qopt solidndls ofr c l w means or0 卜 0nm elemem ana 吹 lsptwtodd ’ mlmwe m 加 柏 mm are d an 邑 以 胡 a ann compcomparen in severm es 叮 wsllcll as scu 一 陽 i 朗 l p 一 ndnd mdede so ess d laterm seimic e anu so on ’ inatty , tiep 訓 頒 oility of hollow shear wal of rc in d suo ra use reslaences s ant l

    首先研究在低周反復水平加試驗下試驗對象的強度、變形和能量的特性:開裂荷、屈服荷、破壞荷;各試件的滯回曲線和骨架曲線;延性;初始剛度和剛度退化等參數:進而用satwe有限元程序分析對比了某一小高層剪力墻在採用空心剪力墻板和採用普通實心剪力墻作為墻體的力異同點,在質量、主振型、剛度、水平地震效應等方面做了對比。
  18. As a part of the sino - australian project " aciar 961 / 143 sustainable mechanized dry - land grain production ", this thesis is to study mechanism and influence factors of ground wheel slide. firstly, testing method of ground wheel slide is designed

    通過對地輪作業時的進行分析,得出土壤性能和地輪的參數如輪寬b 、垂直荷g 、抓地板高度h等是影響地輪滑移的的主要因素。
  19. In the static nonlinear pushover analysis, basic concepts and different applicable methods of the static nonlinear pushover analysis are summarized. then the lateral load pattern and the target displacement, which are key problems of the static nonlinear pushover analysis, are improved. the new developed lateral load pattern is the instantaneous adaptive lateral load pattern gained by the internal force of the structure, and the new developed capacity spectrum method combined with the code response spectrum is used to gain the target displacement. at the same time, a pushover analysis of circulating load pattern is developed, and a relevant static nonlinear pushover analytic program is provided. the analytic results of two examples demonstrated that the instantaneous adaptive lateral load pattern is able to reasonably capture the important response attribute and that the pushover analysis of circulating load pattern compared with the pushover analysis of single direction load pattern can more accurately reflect the effect of the earthquake

    在非線性靜力分析( pushover分析)中,綜合闡述了pushover分析的理論基礎和不同的具體應用方法,並在pushover方法的關鍵問題荷分佈模式和目標位移的確定上提出新的方法,即由力反推得到的瞬時的適應性的荷分佈模式和合中國抗震規范反應譜的能力譜法確定目標位移的方法,同時提出一種新的循環往復加的pushover應用方法,並編制了專門的pushover分析應用程序,應用此程序對不同算例進行分析,算例分析證實由力反推得到的瞬時的適應性的荷分佈模式能夠較好的模擬地震過程中實際的力反應,循環往復加的pushover分析方法較單向加的pushover分析更能準確的反映實際的地震作用對的影響。
  20. Then we also study the effect of string on the dynamical characteristic under the symmetric load and not under the symmetric load as the prestressing is the key making beam string structure the balanceatie system, having large rigidity and embodying the superiority of dynamical characteristic of this structure, this paper studies and conceives how to deteimine the number of the prestressing in each stage of construction and through comparing between the plan of onetime and repeated pulling construction choose the suitable pulling construction plan

    並且本文還研究了在對稱荷和不對稱荷兩種工下,力性能隨豎向撐桿數目、垂跨比以及下弦索預應力等參數改變時的變化,總出該力方面的特徵,為實際工程設計提供依據。鑒于預應力是使張弦梁形成自平衡體系、具備較大剛度和體現性能優勢的關鍵,本文研究和探討了施工各階段該預應力大小的確定方法,通過一次張拉與二次張拉方案各項指標的比較,選擇適當的預應力張拉施工方案。
分享友人