水平力 的英文怎麼說
中文拼音 [shuǐpínglì]
水平力
英文
force，horizontal-
The comparison of method for calculating the wave forces on perforated caissons
開孔沉箱總水平力若干計算方法的比較Abstract : based on the principle of mininmum potential and using rayleigh - ritz method, the geometric non - linear analysis of higher bridge piers was solved in this paper. the new concept of equivalent horizontal force proposed by the author may be casily to calculate the second effect, which was produced due to the vertical forces and resisted by the piers and rubber pad bearings incorporately. the simple formula in this paper are applicable to calculate by hand, understood clearly without computation of successive iteration, higher precision and graspable easily for the disigmer therefore it has the practical significance
文摘:根據最小勢能原理，用瑞雷-里茲法解決了高橋墩的幾何非線性分析問題；其次，提出了等效水平力的新概念，可以方便地解決橋墩和板式橡膠支座聯合抵抗垂直力所產生的二次效應問題.筆者提出適合於手算的簡便計算公式，概念明確，勿須迭代運算，精度較高，易為設計人員掌握，因此具有實用價值The biggest difference from the usual down bearing arch structure lies in this points that the four tectonic cracks on its two down beans ca n ' t constrain the level forces
它與常規的下承式拱架支承結構的最大區別在於它的兩道下弦桿設置了四道斷縫，從而使下弦桿失去對拱腳水平力的約束作用。Calculation of force bearing on tongue - grooved section joints of piled wharves under action of concentrated transverse force
高樁碼頭在橫向集中水平力作用下齒槽的受力計算Buffer the analysis of technology kneeling in the way, draw : while landing and buffering, support foot of leg land change, human body power to make accelerated motion stem from hip joint, swing leg, pelvis, wave arm, etc. muscle go cm at charging the constellation, produce the effort backward to the position of application of force moving in opposite directions, through supporting the sub ground of function, is it to horizontal strength of rear, make human body overcome competence apply the brake, make the motive force forward to make
摘要通過途中跑著地緩沖技術的分析，得出：著地緩沖時，不管支撐腿的腳著地變化情況，人體作加速運動的動力來源於髖關節、擺動腿、骨盆、擺臂等肌肉進行收縮時，對相向運動的施力部位產生向後的作用力，通過支撐作用於地面，取得向後方的水平力，從而使人體克服水平制動，取得向前的動力。Jinxue is a line of regional culture school of learning, it takes shanxi ancient culture as its research object, therefore, it ought to based on the results of past researches, meet learning school construction reqirement, broaden the research field, improve research, level, try their best to reflect jin culture characteristics all around and deeply, so as to develop national culture, push forward advanced culture construction and its development
摘要晉學是以山西古代文化為研究客體的地域文化學科，應在過去晉文化研究的基礎之上，按照學科建設的要求，拓寬研究領域，提升研究水平，力爭全面而深刻地反映晉文化的特色，以弘揚優秀的民族文化，推動先進文化的建設與發展。He had striven to be something more than a mere writer of magazine fiction. he had sought to equip himself with the tools of artistry
他曾努力要超出雜志小說家的水平力求用種種富於藝術性的手段武裝自己。Contrast with the results, the dissertation concludes that the axial loads of column have no essential variation, the variations of moments and shear forces of column are small under horizontal loads in contrast with the structure system in elastic ground, the moments and shear forces variation of column cannot be neglected, and the structure system with different foundation have the close degree variation
通過對比分析，本文認為水平力作用下交錯桁架體系柱的軸力基本不變，彎距及剪力響應數值變化不大。豎直荷載作用下，與彈性地基計算結果比較，彎矩及剪力均存在不可忽略的變化，且不同形式基礎其影響的程度基本相近。Through the analysis of the two test results of the space model specimens of the long - span pre - stressed concrete hypo - beam floor system, the thesis discuss the seismic resistant behaviors of the structure system under horizontal force
本文通過對兩榀大跨度預應力次梁樓蓋的空間模型試件的試驗研究，探討了該結構體系在地震水平力作用下的抗震性能。In order to simplify computing, we always ignore the effect of secondary frame to resist the horizontal loads in designing the mage - frame
在結構設計時，為了簡化計算，常常認為次框架不參與抵抗水平力。This paper discusses the design of bridge and the action of longitudinal force on the bridge pier, and draws the main result of the structural computation
本文介紹了橋梁設計情況並討論了縱向水平力的組合及對墩臺設計的影響，給出了結構計算結果。Guyed mast present high deformation under horizontal forces, so geometrical non - linearity must be considered in the static and dynamic analysis of guyed mast
在水平力的作用下，桅桿結構變形呈現大變形特徵，因此，在結構的靜、動力分析中必須考慮其幾何非線性效應。3. using the fea program which was programmed before to analyze the main factor which will affect the ability of the resistant for the lateral load and the offset of the pile 4
3 、本文利用前文編制的單樁抗水平力有限元計算程序分析了影響單樁抗水平承載力以及位移的主要因素。2 ) the three dimensions fem is used to investigate the displacement and forces of staggered truss with different foundation in elasto - plastic ground under horizontal and vertical loads
2 ）利用三維有限元計算彈塑性地基中不同基礎在水平力與豎向力作用下交錯桁架體系的變形與內力。2. by comparing the different result of p - y curve method in different, some flaws of p - y curve used in china are found. an experiment was carried out to get data for the updated p - y curve method
2 、本文比較了p - y曲線法在不同地區的應用情況，並通過實驗，總結實驗數據得到了在本地區抗水平力樁的受力p - y曲線法計算公式的參數的取法。Using ansys fea program to analyze the behavior of group pile under lateral load and some useful conclusion are got the result which are got in this thesis will be useful for the design and the use of the pile under lateral load 5
本文通過實驗提出的對p - y曲線計算公式的修正以及對單樁，群樁抗水平力特性的有限元分析得到的結論對抗水平力樁的設計和工程應用有一定的幫助。Shear wall will bear mostly part of horizontal force. in this case, it can satisfy the limitation of displacement, and can be insure that the bottom shear force, natural vibration period of structure and the displacement curve can be novel. furthermore, it can supply good base for proceeding design
在合理的布置下，剪力墻承擔大部分水平力，使結構滿足側移限值，並使結構的底部剪力，自振周期及側移曲線不發生異常，並為以後的工作打下良好的基礎。A 1 / 7 - scale model of three - bay, three - span frame - bent r. c. structure is the first and the largest size in the same testing field in china by now. following studies are chiefly conducted in this chapter : the mechanism behavior of the structure under horizontal earthquake load, including the characteristics of seismic force, the deformed performance, yielding sequence, energy dissipation capacity etc. ; the changing rule of the dynamic characteristics and the stiff degrading in different experimental stages ; the location of the weak stories and the seismic capacity of the structure
在試驗中主要研究了以下內容：在水平力作用下框排架結構的整體變形能力以及各層的層間變形的大小；框排架結構在不同階段的動力變化規律；框排架柱的變形和承載能力；錯層對結構性能的影響、模型結構裂縫開展過程及塑性鉸形成的先後順序、不同階段該結構的剛度退化規律及滯回耗能特性等。The failure modes of bucket foundation and their computational methods when the offshore platform is affected by the horizontal forces are introduced, and the computational methods of stability against sliding are also addressed
介紹了淺海桶形基礎平臺受水平力作用時桶形基礎的破壞模式及其計算方法，並闡述了抗滑穩定計算方法。Pile and raft take the load of buildings together. it possesses good whole, high vertical capacity, small settlement of foundation and well performance of balancing differential settlements. it could bear large wind or seismic induced horizon load, and could have large capacity of resisting inclination
樁筏基礎同時具有樁基礎和筏板基礎的優點，樁一筏共同承擔建築物的荷載，它具有整體性好、豎向承載力高、基礎沉降小、調節不均勻沉降能力強的優點，同時可以承受風荷載或地震荷載引起的巨大水平力，抗傾覆能力強。分享友人