施拉加特 的英文怎麼說
中文拼音 [shīlājiātè]
施拉加特
英文
schlagatter-
Test technique of acoustic excitation presented in this paper can discriminate if the adhesive structure is intensional enough to endure certainty draw strength, through a series of process, for example bringing draw strength to bear on adhesive structure. testing signal through microphone array, choosing signal ' s character, recognizing automatically through manual nerve network, and so on
本文介紹的粘接構件聲激勵檢測方法，通過對粘結結構施加微力、陣列傳聲器檢測信號、信號的特徵提取、人工神經網路的分類識別等一系列過程，完成了粘接結構承受拉脫力合格與否的無損預報。Gallaudet says it is the world ' s only liberal arts university where everything is designed for deaf or hard - of - hearing students
加拉德特大學說它是世界上唯一一家所有設施均為失聰或聽力有障礙的學生設計的文科大學。South asia correspondent peter lloyd travelled to the village of comilla, in bangladesh, to see the program in practice
駐南亞的特派記者，彼得.里澳德曾前往孟加拉國，考米拉的一個村莊采訪有關這個計劃的具體實施的情況。According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not
地下連續墻是一種歷史較短的施工方法，目前，砼防滲墻的設計還是以傳統的設計方法為主，根據查找國內外文獻資料，華東建築設計院王衛東利用地下連續墻與樁在豎向荷載作用下的工作性能有相似性，將適用於樁基的poulos彈性理論引入對地下連續墻的沉降計算中；清華大學水利水電工程系濮家騮、于玉貞根據三軸試驗結果確定混凝土的參數，利用非線性e - b模型，結合黃河小浪底土石壩設計剖面，採用thepd土石壩總應力程序，對深覆蓋層塑性混凝土防滲墻的應力、位移進行有限元分析，並與普通混凝土防滲墻計算結果加以對比，同時分析了不同配比塑性混凝土特性的影響，並採用應力水平和拉應力數值來判斷塑性混凝土防滲墻的安全程度。As part of the governments flood prevention measures over the past decade, many of the rivers have been straightened, widened, deepened, and channellised, and these alterations have changed their characteristics considerably
過去數十年來政府悉力採取措施防洪，其中一項措施是拉直擴闊加深多條河溪的河道和重鋪河床，這些工程改變了許多河溪的自然特性。Concrete filled steel tube ( cfst ) arch bridge is a new type of bridge which is widely applied in china recently, and it is a relatively ideal structural form for long span arch bridge. with the background of the practice of liantuo bridge, in the view of point of feasible in technology and reasonable in economy, the key techniques and difficulties in the construction of cfst arch bridge are analyzed and discussed in the thesis. the disadvantages in the current design and construction and the improvement method are also indicated
本文以蓮沱特大橋工程實踐為背景，以主拱施工研究為主線，對鋼管混凝土拱橋重難點施工工藝，從技術上可行、經濟上合理的角度出發，詳細的進行了分析闡述，並指出了設計施工中存在的不足和今後需改進的方向；通過對鋼管混凝土拱橋施工過程中內力的計算，確定了拱肋施工最不利荷載工況下加載重量、壓重順序和張拉臨時預應力束等一系列施工措施，並將計算結果與現場監測觀測數據進行了比較分析，為今後進一步研究這類結構提供了參考。The 1422253 developing thinking for the economic development in gannan prefecture is : centre on one point ( speeding up the pace of constructing a well - to - do society ), implement four great strategies ( developing gannan prefecture through the development of industry, science and technology, and the leading role played by opening - up and being pushed by projects ), realize the leaping development of two great industries ? hydropower and tourism, fast development of two great industries ? the exploitation of mineral resources and processing of agricultural and animal products, and the steady development of two great industries ? industralization of agriculture and animal husbandry and exploitation of mountain wild treasure, well carry out the construction of infrastructure, towns, ecological environment, social security system, privately - owned economic development, and successfully build gannan prefecture into three great bases in gansu province for animal products processing, energy industry and special tourism
全州經濟工作「 1422253 」發展思路:這就是圍繞一個中心（加快小康社會建設進程） ，實施四大戰略（工業強州、科教興州、開放帶動、項目拉動） ，實現兩大產業（水電、旅遊）的跨越式發展、兩大產業（礦產開發和農畜產品加工）的快速發展，兩大產業（農牧業產業化和藏藥及山野珍品開發）的穩步發展，搞好五大建設（基礎設施、城市 、生態環境、社會保障體系和非公有制經濟發展） ，建成三大基地（把甘南建成甘肅重要的畜產品生產加工基地、能源工業基地、特色旅遊基地） 。Through these studies and analysis, following conclusions could be drawn : ( 1 ) it is necessary to study on harness engineering of landslide and dangerous rock since the main representations of this geological hazard are landslide and dangerous rock through geological investigation ; ( 2 ) it can be concluded though stability analysis that the dingzhuang landslide is stable naturally, which is identical to the in - situ investigation ; ( 3 ) through stability analysis, the landslide would slide if the water level dropped down from 175. 10m to 156. 0m and it rained successively after the three gorges reservoir work. ( 4 ) according to the results of calculation and the characteristic of the landslide, it is suggested that such measures as unloading at upper part, anchorage and pile supporting system and drainage system should be used on the landslide. ( 5 ) according to geological investigation, there are three kinds of dangerous rock in the engineering, those are failing - down rock, collapsing rock and sliding rock
因此有必要對滑坡進行治理； （ 4 ）根據滑坡推力計算結果和本滑坡屬牽引式滑坡的特點，滑坡體上部相對較穩定，中下部處于基本穩定或不穩定狀態，因此建議此滑坡治理採用上部削坡減載與錨拉抗滑樁、擋墻進行支擋結合的處理方法，同時結合截排水等措施進行綜合治理； （ 5 ）根據地勘資料，通過對危巖體的形態、規模、基座和底界層及分佈特點和分析，將本工程危巖體失穩崩塌的方式歸納為墜落式、傾倒式和滑塌式三種類型並分別提出相應的穩定性計算方法； （ 6 ）分別對本工程中的危巖體進行了穩定性計算，並且發現其都處于不穩定狀態，因此根據實際情況分別提出相應襯砌支撐和清理等加固治理措施，最後還對加固后的危巖體進行了校核計算，滿足要求。Taking drawing of tail lamp strength plate in a car for example, the characteristics of drawing complex components with thin steel sheet has been described with some solutions for quality defection during the process of tooling adjustment
摘要以一款轎車尾燈加強板為例，說明了薄板復雜拉深類沖壓件在拉深時的特點，同時提出了模具調整過程中相關缺陷問題的解決措施。The paper sums up the construction technique of qinjiatuo super bridge in all : consolidating the soft ground foundation with vibrating & impacting macadam piles ; constructing the bored cast - in - place piles under the complex geological condition ; developing and researching cable - stayed handling basket with the bearing capacity of 3000kn ; beam construction ; construction technique of the new type bridge deck and dynamic & static load test
本文全面總結了覃家沱特大橋施工技術：振沖碎石樁加固軟弱地基、復雜地質情況下鉆孔樁施工、承載力3000kn斜拉式掛籃開發與研製、梁部施工、新型橋面鋪裝層施工技術及動靜載試驗。All concrete structures are exposed to volume changes caused by hydration reactions in the early age. if the volume changes are restrained, stresses is generated which will cause cracking when it overcomes the tensile strength. as the mechanical properties of early age concrete vary with time, especially the creep degree depends on the time elapsed and the time at loading, to calculate the stress of concrete structure is a complex nonlinear problem. the finite element method ( fem ) can take account of the evolution of the stiffness properties, the development of thermal strain, creep, shrinkage and so on. in this paper, a general approach for numerically simulating this type of behaviour is presented firstly. then, how to solve this problem is introduced by the general finite element software ansys using the initial stress method. finally, a detailed description of an example calculation that demonstrates the potential of the numerical simulation strategy follows
早期混凝土由於水化反應都會產生體積變化.如果體積變形受到約束就會產生應力，一旦超過混凝土的抗拉強度就會產生裂縫.由於早期混凝土的力學性能是隨時間變化的，特別是徐變，它不僅與加載時間有關而且同時隨齡期而變化，因此計算早期混凝土結構應力是較為復雜的問題.有限單元法不僅可以考慮混凝土剛度的變化，而且可以考慮溫度、徐變、收縮等因素.本文利用初應力法對通用有限元軟體ansys進行了二次開發，通過工程實例計算了高層建築地下室側墻早期混凝土應力的變化過程，並提出了相應的抗裂措施Quoting the theory of amos rapoport, this paper makes an attempt at to put forward the humanism conception of scene scheming which could apply to the design of city public space and to analyze it from three ways that are scale, establishment and management
摘要援引阿摩斯?拉普卜特的理論，嘗試提出可應用於城市公共空間設計的、人文主義的場景策劃概念，並從尺度、設施與管理三個層面加以解析。In 1999, facing the complex economic environment home and abroad, especially when the contradiction of insufficient effective demand became more prominent, the state adopted comprehensive counter measures in a timely manner to increase the implementation of active fiscal policy and try to give play to the role of monetary policy, utilize adjustment and control means such as tax, price and income distribution, effectively drive investment, increase consumption and expand export
1999年，針對復雜的國內外經濟環境，特別是有效需求不足的矛盾進一步突出的情況，國家及時採取綜合性對策，進一步加大實施積極財政政策的力度，努力發揮貨幣政策作用，綜合運用稅收、價格和收入分配等調控手段，有效地拉動投資、增加消費和擴大出口。Based on the complementarity between government spending and private consumption, this paper stresses three aspects government spending should lean to. i. e. investment in rural infrastructure, payment for merit goods like education and health, and expenditure on social securities and income maintenance, so that private consumption can grow rapidly and the driving force of economic growth can transform form investment demand and external demand to internal demand, especially private consumption
摘要本文主要從政府支出與居民消費的互補性關系出發，提出政府支出結構調整的三個主要方面，即加大農村基礎設施的投資、加大教育和健康服務等優效品的支付以及加大社會保障和收入支持的支出，以此促進居民消費快速增長，推動經濟增長由主要依靠投資和出口拉動向主要依靠內需特別是消費拉動轉變。This paper studied the warp and stiffness of end - plate connection, and studied how the actual stiffness of end - plate connection influence stiff frame ' s displacement, and some design improvements are proposed. a methodology based on finite element modeling is used to establish strong bolted end - plate connection calculation model, and solved the interface between end - plates question and how to add bolt pretension when imitating end - plate connection ' s elastic material characteristic. through analyzing and comparing calculation results and experiment data, this paper summarized bolt force distribution, connection moment resistance, moment - rotation relationship and connection stiffness
筆者採用有限元方法，建立高強螺栓端板連接的計算模型，模擬了節點彈性階段的工作狀態，較好的解決了高強螺栓端板連接中的接觸面問題和螺栓預拉力的施加問題，通過對計算結果的分析以及與實驗數據的比較，總結出端板連接在彎矩作用下的螺栓拉力分佈規律、節點抗彎承載力及其影響因素，以及節點剛度特性及其對剛架性能的影響，同時，對端板連接受力變形性能也做了十分有益的分析，為輕鋼節點設計方法的改進提供了依據。分享友人