頂斜度 的英文怎麼說
中文拼音 [dǐngxiédù]
頂斜度
英文
top rake-
The results of field observation showed that mucky clay in the shore slope of the wharfs was the stratum with the most obvious horizontal displacement and most of the pile heads close to the retaining walls inclined towards the land to different degrees, agreeing well with the inclination of pile heads as observed on site
原型觀測結果表明：碼頭岸坡內的淤泥質粘土層為水平位移最明顯土層，靠近擋土墻的大部分樁頂都出現了不同程度的向陸側傾斜，這與實際見到的樁端傾斜狀況完全相符。The slopes of the roofs are shown in the figure.
圖中表示出頂部的斜度。Both the two methods mentioned above mainly apply to the analysis of high - rise buildings with slope angle of view, and are basically unaffected by the complexity of building shapes
本文所提出的方法主要針對存在傾斜視角的高層建築的分析，基本不受屋頂結構復雜度的影響。The model of vertical eco - landscape was designed according to the slope and contour line : in the top land over 25, trees were planted to form a water - conserving forest ; in the slope land between 15 and 25, peach trees were planted ; between 5 and 15, loquats trees were planted ; less than 5, special species of fruit trees, melons and vegetables were planted ; the bottom field was characterized with water area of " rice and fish ", " lotus and fish "
其垂直生態景觀模式按坡度和等高線布置：在坡度大於25的山坡頂形成水保林木區，坡上15 25的陡坡種植桃樹，坡中5 15的斜坡種植枇杷，坡下小於5的緩坡地帶種植特種水果、瓜類及蔬菜，坡底形成「稻魚」和「藕魚」特色水域區。Abstract : by applying the system reliability and ergonomics theory, the reliability mod el of the man - machine - environment system of roadway sub - level caving in steep seam is set up, and the calculation formulas for the usability and pro duction capacity of the system are also provided
文摘:應用系統可靠性和人-機工程學理論，建立了急傾斜煤層巷道放頂煤人-機-環境系統可靠性模型，給出了系統可用度和生產能力的計算公式。However, when extremely high oblique impacts occurred ( 55 degrees or more ), as on turret roofs and decks, face - hardened armor, due to its brittleness, was a very poor choice since it could break and throw pieces into the region behind it even if the shell glanced off
然而當炮彈以極大的彈著傾斜角（ 55度或以上）擊中炮塔頂部和甲板時，由於裝甲的脆性，即便炮彈只是擦過，裝甲的背面也會破碎飛散，這時表面硬化裝甲便是個拙劣的選擇了。In this paper, a numerical simulation is conducted, which is based on the test data of the model experiment of sloping ground with the help of the marc program. when the bearing capacity characters of level ground and the foundations adjacent to or above slopes are analyzed, the effect is considered, which includes deformation moduli, density, poisson ratio, angle of internal friction, stress - strain relationship, slope angle, relative distance from the edge of slopes and relative depth of footings
本文利用斜坡地基模型試驗的試驗數據，用marc軟體進行了斜坡地基模型試驗的數值模擬，分析了平地地基、臨坡地基和斜坡地基的承載力特性，研究了變形模量、容重、泊松比、內摩擦角、應力應變特性、斜坡坡度、基礎的相對坡頂距及其相對埋深等因素對斜坡地基承載力性能的影響。Upper and lower liftout design, low pattern drawing pitch, save forging materials
3 .採用上下頂料設計，拔模斜度減小，節約鍛材。The slope of the roof is low.
屋頂的斜度很低。But this well was an inclined well. this is one point. this well was near to the top of holy spring mountain, considering relative altitude, its 150meters higher than koutou, but it has never dried
此井有兩處怪異：正常水井的井壁必須垂直，利於提水，而此井壁卻整體向南傾斜，這是一怪此井接近聖泉山山頂，按相對高度，幾乎等於憑高懸在口頭村上空150米處，而井水常年流溢，從不幹枯，這是二怪。The force control of suspension bridge anchorage cable is the main contents which will be researched. according to the character of suspen - sion bridge anchorage, three questions is solved in this paper on the basis of the construction control experience of the highway bridge of yichang yanzhi river. firstly, an effective method of cable force control is presented in this paper, which has settled the puzzle of cable force accurate operate through fixing a pressure transducer at the behind of the hydraulic jack. secondly, an exactitude calculation model is founded in this paper. in addition the influence of boundary condition, sag, inclination, flexural rigidity and environment temperature to the cable vibration frequency which make the frequency method could be used to the measurement of cable force. in the end of this paper, a control system of anchorage cable force is developed on the basis of the above research. this system is very steady, credible, high precision and convenient. it is a new and credible method to be used to the force control of sus - pension bridge anchorage cable. in this paper, the conundrum of cable force control has been solved. the fruits are very useful to the development of inland suspension bridge
提出了一種有效可行的錨跨張力控制方法，即通過在油壓千斤頂后加壓力傳感器，並利用單片機技術進行數據採集，解決了懸索橋錨跨索股初張力精確控制的難題；建立了錨跨索股索力的精確計算模型，分析了索股的邊界條件、斜度、垂度、抗彎剛度及環境溫度對索股頻率的影響，解決了弦振法在大跨徑懸索橋索力測試中的應用問題；在上述研究成果的基礎上，研製出了錨跨張力控制系統，該系統具有穩定可靠，精度高，使用方便等特點，它的投入使用將為我國今後大跨徑懸索橋錨跨張力控制提供一種全新的、可靠的手段。The analysis of dry pv shows that the high pv dominate the area of typhoon, the higher is the center value of pv, the stronger is the typhoon. lt is also shown that the most important reason resulting in rainstorm is the cold air ( high pv ) which spreads to south from the upper troposphere or lower stratosphere and transports into the warm air. the joining situation of upper and lower pv area make vortex develop. pv transpotation reduces static stability, which increases the releasing of instability energy and makes rainstorm amplify
對干位渦的分析表明：臺風或臺風環流區為高值位渦區，臺風越強，位渦中心值越大；對流層上部或平流層下部冷空氣（高位渦）的擴散南下與暖濕氣流的交匯是造成特大暴雨的重要原因，因為上游斜壓性的發展使對流層頂發生折疊，平流層與對流層相互作用增強，上下位渦區相接的形勢使低層渦旋發展，上升運動加強，位渦的下傳有效地降低了靜力穩定度，有利於位勢不穩定能量的釋放，使得暴雨增幅。In order to reveal load mechanism and failure mode of thick pile caps, by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina, this paper points out the shortage, which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02, promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie, which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts, while tension ties are used to model longitudinal reinforcement over pile
摘要為揭示厚承臺的傳力機理和破壞形式，通過對4個1 : 5比例的六樁厚承臺的模型試驗研究與三維非線性有限元adina的后處理研究，指出中國建築樁基技術規范jgj94 - 94與美國鋼筋砼房屋建築規范aci318 - 02規范中，承臺以彎曲強度進行配筋計算的設計方法之不足，揭示出厚承臺的破壞模式是沖切破壞，傳力機理是以帶有主要單向壓應力的砼區域作斜壓桿，樁頂區域的縱筋作拉桿的空間桁架。Abstract : by means of the basic climatic principle and the local astronomical parameters the optimal dip angle, maximum wind pressure borne by the roof material, the depth of the cold - proof ditch and the suitable distance between the greenhouses in chengdu area are calculated
文摘:應用氣侯學基本原理，當地天文參數與氣候資料，計算了成都地區節能日光溫室採光面最佳傾斜角，頂面覆蓋材料承受最大風壓，防寒溝深度及溫室間適宜距離。And it can be concluded that simulating cracks on cbcbb by finite element method ( fem ) is feasible and reasonable. finally, simplified experimental model was built and analyzed by ansys under day changing and year changing temperature field. the typical cracks on top floor ' s walls were achieved, so the simulation method is reliable
最後建立了砌塊建築簡化的整體有限元模型，並對其進行了日變化、年變化溫度場下的裂縫模擬分析，真實、可靠地模擬出了砌塊建築頂層及次頂層的裂縫情況，包括南、北縱墻窗角斜裂縫和東、西山墻與內縱墻結合處裂縫以及端開間內縱、橫墻斜裂縫等。This was much less likely with soft homogeneous armor that could dent and tear slowly, easing the shell away and staying more intact, with few pieces torn off
然而當炮彈以極大的彈著傾斜角（ 55度或以上）擊中炮塔頂部和甲板時，由於裝甲的脆性，即便炮彈只是擦過，裝甲的背面也會破碎飛散，這時表面硬化裝甲便是個拙劣的選擇了。The park, sprawling over 3, 000 square metres 32, 290 sq ft of desert land in the gulf city of dubai, will include ski - lifts to take guests to five slopes of varying height and steepness. the resort with artificial snow will form part of a recently opened shopping complex, billed as the world ' s largest mall
迪拜是一座位於波斯灣沿岸的城市，而這家滑雪場則建造于該市所屬的沙漠地帶內，其佔地面積超過了3000平方米，場內安裝的索道將會把遊客送到擁有不同高度和傾斜角度的5條雪道的頂端。However, for vertical roof solar chimney or inclined roof solar chimney with both ends open, either a large optimum gap - to - height ratio or no optimum chimney gap was found in the range of chimney gaps investigated
但是，對于帶有豎直集熱板或傾斜集熱板屋頂式太陽能煙囪（其特點是兩端完全開口） ，在研究范圍內，或者得到很大最佳的寬度與高度的比值，或者沒有找到最佳空氣通道寬度值。分享友人