ultimate carrying capacity 中文意思是什麼
ultimate carrying capacity
解釋
極限承載力-
Vertical ultimate carrying capacity of single pile
深基礎單樁豎向抗壓容許承載力 -
This paper have studied some questions which included distributed load, lapped length, becoming less crowded purlins each other in the lap joints, mechanic analysis, lateral buckling and ultimate load - carrying capacity and construction of double purlin in the lap joins. according to result of test and analysis of theories, the author advances the suggestions, which may be a reference to steel structure design
文章對z型連續搭接檁條荷載分佈、搭接長度、搭接嵌套松動、側向穩定以及構件極限承載力和雙檁條的構造等問題進行了研究，並根據試驗結果和理論分析提出了建議。 -
Analysis of ultimate stage load - carrying capacity of strengthened bending member of bridges
橋梁加固分階段受力抗彎承載力極限狀態分析 -
Parametric analysis of the ultimate load - carrying capacity of the concrete filled steel single tubular arch under in - plane loads
肋拱面內極限承載力的參數分析 -
The function relationship between the parameters and the ultimate load - carrying capacity is established and the parameter influence on ultimate load - carrying capacity is analyzed respectively via the statistic of the result
對計算結果統計后建立了極限承載能力與矢跨比、殼體厚度等參數的函數關系，系統分析了各個參數對網殼承載力的影響。 -
( 3 ) by using an elastic - plastic material model, the nonlinear analysis is taken on the rectangular tube and simply supporte d plate, and the ultimate carrying load capacity pu is obtained. the results show that the buckling mode is in accordance with the assumption of elastic analysis, and so shows the ultimate mode
（ 3 ）採用彈塑性模型，考慮幾何非線性理論，利用ansys軟體對矩形鋼管考慮板組相關屈曲影響和不考慮相關屈曲影響（將矩形管板件按四邊簡支板對待）兩種情況進行了屈曲後分析，分別得出其極限承載力p _ u ，並分析了矩形管的屈曲過程。 -
The results of experiments shows that core column can increase flexural and shear resistant capacity and improve deformability and entirety of composite walls ; it is coordinate ductility of two composite walls joining wire or steels out - of - plane ; the seismic of composite walls joining with wire is fine than joining with steels ; the deformation of out - of - plane only affect the crack - loading, the ultimate carrying capacity and ductility in - plane nearly has no change
墻片試驗表明:芯柱可以增加復合墻體的抗彎和抗剪承載能力，改善墻體的變形能力和整體性;分別應用鋼絲網片和鋼筋連接的兩種復合墻體的平面外延性大致相同，內外葉墻協同工作良好;內外葉墻之間的連接提高了外葉墻砂漿層抗拉強度，同時也提高了復合墻體向外葉墻方向的抗推和抗拉承載力。 -
With reference to the practical design of a bridge, the stability and ultimate carrying capacity of the elevated pile caps of the bridge are computed by numerical method known as elasto - plastic finite element analysis
結合某橋設計實踐，按彈塑性有限元方法，對高樁承臺的穩定性進行了分析，解算了結構的極限承載力。 -
Finally a fact double - layer reticulated spherical shell is analyzed. the change of parameters, such as ratio of height - span, shell ' s thickness, stochastic flaw and disposal of load so on is considered, and more than 200 results on ultimate load - carrying capacity are obtained
利用本文程序對一個雙層球面網殼結構的工程實例進行了分析:考慮網殼結構設計中的主要參數如矢跨比、網殼厚度、初始缺陷以及荷載分佈等變化，計算結構的極限承載力，共得到200多個結果。 -
With the help of rs, gis, gps, the interpreted maps of 1985 and 2000 remote sensing images overlay the digitized soil map to get the area of very kind of soil that the city covered during its progress of urbanization. the function of gis are elaborated, such as managing spatial data and attribute data, spatial analyzing and outputting ultimate maps to get the reduced number of nanjing population carrying capacity and its spatial distribution because of the expansion of city
利用rs 、 gis和gps技術，對南京市1985年和2000年遙感圖像解譯，得到南京市城市擴展圖，把擴展圖和南京市土壤圖疊加；充分發揮gis技術在管理空間、屬性數據和空間分析與輸出成果圖等強大功能，計算出南京市由於城市擴展而使人口承載力減少的數量及其空間分佈。 -
The ultimate carrying capacity, fracture process and stress - strain relationship on rock generic material are studied with dissipation structure theory in this paper, which shows the essence of mechanical characteristics on rock generic material can be studied deeply from the point of view of system and energy
研究結果表明巖石類材料變形系統具有耗散結構的特性，巖石受力產生變形是非線性動力學過程，即系統內部各要素之間發生協調和相干效應，巖石承載力（強度）是外界做功功率和巖石自身耗散能率達到平衡的外在力學表現。 -
Based on the test results, the ultimate load - carrying capacity, mode of failure, cracking behavior and load versus mid - pan lateral deflection curves of the strengthened specimens are summarized and analyzed
在試驗的基礎上，對加固構件的極限承載力、破壞形態、裂縫分佈以及荷載跨中橈度曲線等進行了總結和分析。 -
Because of its simplicity of the critical moment and the good precision, the solutions based on gjelsvik theory are used in the elastic - plastic phase. the ultimate load carrying capacity of box section beams are calculated considering the effect of plasticity and residual stresses
其次，運用基於gielsvik約束扭轉理論推導了箱形偏壓桿的彈性彎扭屈曲荷載，同時給出了壓彎桿在彈性彎扭屈曲的軸力和彎矩相關關系。 -
Ultimate load - carrying capacity of steel - tube truss rib arch bridge
空鋼管桁肋式拱橋主拱部分極限承載力分析 -
This paper introduced the composition and classification of suspendome, generalized the nonlinear finite element computing methods. analysis to suspend - dome and single layer reticulate is conducted separately to the five type suspendomes which have same span but different rise - span, including force, displacement, eigenvalue buckling, nonlinear buckling, load - displacemnt tracking and nonlinear ultimate carrying capacity, every performance of suspendome was expatiated in the paper
通過對同一跨度、不同矢跨比的5種弦支穹頂結構和單層網殼進行的靜內力、節點位移、結構體系應變能、特徵值屈曲、非線性屈曲、非線性極限承載力、荷載-位移平衡路徑跟蹤分析和比較，闡述了弦支穹頂結構的各項性能，通過與單層網殼的比較，闡明了弦支穹頂結構的優越性。 -
Method for analysis of ultimate population carrying capacity of land in reservoir area and its application
水庫庫周區土地極限承載力分析方法及應用 -
Ultimate load - carrying capacity of long - span steel arch bridges
大跨度鋼拱橋結構極限承載力分析 -
In the end, the author used fem to analyze the short - period stiffness after rc cellular slab cracking, and presented recommended formulation in respect of short - period stiffness. moreover, with regard to the features of bi - direction cellular slab, the author brought forward the equivalent cross - section stiffness model to calculate the ultimate load - carrying capacity of variable cross - section slab as well as the related reinforcement suggestions and conformation methods
最後本文利用有限元分析了鋼筋混凝土空腹板在開裂后的短期剛度，並給出計算其短期剛度的建議公式；另外針對雙向空腹板的特點，本文提出了對這種變截面板進行承載力計算的「等效截面剛度法」模型，並給出了相關的配筋建議及構造措施。 -
State and development of ultimate load carrying capacity of arch bridges
拱橋結構極限承載力的研究現狀與發展 -
This thesis points out a theoretical and experimental analysis of the ultimate load - carrying capacity and deformation of the un - braced ideal steel frames. it evaluates the practicality of the book code for design of steel structure ( gb 50017 - 2003 ) in analysis the internal force of steel frames, and gives some suggestion on the structure analysis and design of steel frame
本文對理想鋼框架的極限承載力和變形進行了理論與試驗兩方面的系統分析，評估了新的《鋼結構設計規范》 （ gb50017 - 2003 ）關于鋼框架結構內力分析條文的適用條件，為鋼框架的結構分析和設計提出了一些建議。
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