板應堆 的英文怎麼說
中文拼音 [bǎnyīngduī]
板應堆
英文
atomic furnace-
Application of concrete extrusion sidewall in face rock - fill dam in shuanghekou
混凝土擠壓邊墻在雙河口面板堆石壩中的應用The computation results show that the deformation of the dam appears in evident increment and the creep has an obvious influence on the deformation and stress of the face slab
結果表明，考慮堆石流變后的壩體沉降有明顯的增加，對面板的應力變形狀態有較大影響。Based on the design of hanpingzui rockfill dam with concrete facing slab, the stresses and deformations of the dam body and impervious system are calculated by using the elastoplastic plane finite element method
摘要根據漢坪咀混凝土面板堆石壩的工程設計，用彈塑性平面有限元法，計算了堆石壩壩體、防滲體系的應力和變形。It is very important that the reasonable creep model is adopted to simulate the deformation of the rockfill dam and the reasonable construction processes are also adoped to decrease the deformation and stress of the face slab
因此，對于分期澆築面板、分期蓄水的水布埡高面板堆石壩，選用合適的流變模型正確模擬堆石體的變形特性，以便採用合適的施工程序減小面板應力變形具有重要意義。For example the concrete faced rock - fill dam in frigid zone is distinctive in terms of frost resistance and durability, cushion material seepage prevention and frost heave, adaptability of darn filling with season coordination among construction diversion, flood discharge and the whole construction schedule etc. lianhua construction which is situated in mudanjiang basin of heilongjiang province firstly creates the successful record of construction of large - size faced rock - fill dam in frigid zone, a series of internal and external problems not having a precedent to go by have been solved
如在面板的抗凍耐久性、墊層材料防滲和凍脹特性、壩體填築與季節的適應性、導流和度汛與總體進度的協調等方面，寒冷地區混凝土面板堆石壩均有其獨特之處。蓮花工程位於黑龍江省牡丹江流域，首創了高寒地區修建大型面板堆石壩的成功記錄，解決了一系列國內外均無先例的難題。Standard specification for fusion bonded epoxy - coated structural steel h - piles and sheet piling
熔接環氧樹脂塗層結構鋼氫反應堆和垛板的標準規范We have whole parts of electro mobiles ( electric fork lift, electric lifter and hydraulic lifter etc. ) for sale retail export and import
主要產品針對電動車（電動拖板車，堆高機，油壓拖板車）之零配件零售供應及進出口。The valve should be stored in dry room and should not be piled up in open air
盲板閥應存放在乾燥的室內，不允許露天存放或堆置。With the rapid developments in the fields of construction, large modern airport, offshore dock, container yard, heavy traffic road construction etc, the problem of adapting design re - quirements of plates on elastic foundations to the developments in these fields becomes more and more outstanding
隨著建築工程、大型現代化飛機場、遠洋碼頭、集裝箱堆場、重交通道路建設等領域的飛速發展，導致其領域中的基礎板設計要求需與此發展相適應的問題越來越突出。Study of creep convergence mechanism of high concrete face rockfill dam with consideration of rockfill arch action
考慮拱效應的高面板堆石壩流變收斂機制研究Combined with a concrete face rock - fill dam in process, the simulation analysis on the face slab ' s temperature field and temperature stress is processed in connection with the condition of temperature sudden drop caused by daytime temperature differences and cold wave and so on during the construction period
摘要結合某在建的混凝土面板堆石壩，針對施工期日溫差及發生寒潮等氣溫驟降情況，進行了氣溫驟降條件下面板溫度場及溫度應力的全過程模擬分析。Considering the past research results, frost resistance of concrete using portland cement, and the designed service life of 100 years of testing bridge, the control indexes of high durability concrete are defined in this paper. mixture proportion of concrete used in pier column, coping, precast box beam and plate of bridge is designed based on the compact pile theory, and construction technique is studied also
結合課題組以往的研究成果，根據試驗橋設計使用壽命100年的要求，確定出高耐久性混凝土的設計控制指標，基於最緊密堆積原理和最佳漿骨比原理對橋梁的墩柱、蓋梁、預制箱梁和橋面板用高耐久性混凝土的配合比進行設計，並對其施工應用技術進行了研究。In the past, two following respects that the study on magnetoelastic stability theory was main and centralized : first, setting - up and revision of the soft ferromagnetism plates buckling theory model ; second, represented by the tokamak thermonuclear current - carrying rector coil, the stability of current - carrying coils and poles under magnetic field has been studied
以前，對磁彈性穩定性理論的研究主要集中以下兩方面：一、軟鐵磁性薄板屈曲理論模型的建立及修正；二、以tokamak核聚變反應堆環向磁場載流線圈為代表的對載流線圈及載流桿件的穩定性研究。3d fem analysis on stress amp; amp; deformation of cfrd of guanyinyan hydropower station
觀音巖水電站面板堆石壩三維有限元應力變形分析Based on creep constitutive model of power function, numerical simulation and detailed algorithm applied to the analysis of general fem is presented for the stress and deformation analysis of shuibuya concrete faced rockfill dam
摘要採用高圍壓下的冪函數流變本構模型進行堆石體應力變形計算，推導該本構模型在三維有限元分析中的具體演算法和實現步驟，對水布埡面板堆石壩進行了考慮堆石流變性的應力應變分析。The stress - deformation behavior of diaphragm walls of concrete face rockfill dam built on thick alluvium deposit was analyzed using the numerical analysis method
摘要採用數值分析方法對深覆蓋層上混凝土面板堆石壩的防滲墻應力變形性狀進行了研究。Look back generally to elaborate the development and present situation of the stress - strain model of soil. according to a great deal of data of the test and research of zipingpu reservoir concrete faced rockfill dam ' s material, suggest the more reasonable stress - strain - volume change equation to contain strain softening, dilatancy ( shrinkage ) of the no viscous moraine and gravel. suggest the method to gain the model ' s parameter
較全面回顧闡述了土體本構模型的發展和現狀，根據紫坪鋪面板堆石壩築壩料的大量試驗研究，提出相對合理的應力應變關系方程，以反映土體的應變軟化、剪脹性，並提出模型參數的求取方法，求取模型參數。The application of moving sidewall crushing technology promotes the development of cushion material construction technology of concrete facing rockfill dam
移動邊墻擠壓技術的應用對于混凝土面板堆石壩墊層料施工技術的發展起到了推動作用。By adopting the three - dimensional nonlinear finite element program, using drucker e - b model, demonstrating the actual construction progress and water impounding of gongboxia hpp main dam, comparing the two schemes of the existence and nonexistence of extruded concrete curb, made three - dimension simulation calculation, the result proved that while the existence of extruded concrete curb between face slab and rockfill, the deformation and stress of face slab are better than that while the nonexistence of extruded concrete curb
採用三維非線性有限元計算程序，使用鄧肯e b模型，模擬公伯峽面板壩的實際施工進度、蓄水過程，對比有無擠壓邊墻兩種方案，進行三維模擬計算。結果表明，面板與堆石體之間有擠壓邊墻時，其面板的變形及應力值均小於無擠壓邊墻的相應結果。Ok, select one of the box and then go to the reactor panel click on open property editor
好，選擇其中一個方體和到反應堆面板點擊打開特徵編輯器。分享友人