集墩 的英文怎麼說
中文拼音 [jídūn]
集墩
英文
clustered pier-
Additional concentric prestressing was required in the pier.
墩內要求另加集中壓力。Of the eons of geological periods recorded in the stratifications of the earth : of the myriad minute entomological organic existences concealed in cavities of the earth, beneath removable stones, in hives and mounds, of microbes, germs, bacteria, bacilli, spermatozoa : of the incalculable trillions of billions of millions of imperceptible molecules contained by cohesion of molecular affinity in a single pinhead : of the universe of human serum constellated with red and white bodies, themselves universes of void space constellated with other bodies, each, in continuity, its universe of divisible component bodies of which each was again divisible in divisions of redivisible component bodies, dividends and divisors ever diminishing without actual division till, if the progress were carried far enough, nought nowhere was never reached
隱藏在大地的洞穴里和能移動的石頭底下蜂巢和土墩子中那無數微小的昆蟲類的有機生物：微生物病菌細菌桿菌精子憑著分子的親和之凝聚力而粘在一根針尖上那幾萬幾億幾兆個多不勝數肉眼看不到的微小顆粒人類的血漿是一個宇宙，群集著白血球和紅血球，每個血球又各自形成一個空虛的宇宙空間，群集著其他球體各個球體連續性地也是由可分割的構成體形成的宇宙，各個構成體又可以分割成為幾個能夠進一步分割的構成體。就這樣，分子與分母實際上在並未分割的情況下就不斷地減少了。如果這個過程延續到一定時候，就永遠在任何地方也不會達到零。Two numerating methods are used in traditional structural design of gate chamber. first, considering the gate frusta to be fastened on the weir body, it is calculated as plane stress problem independently. then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body, and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed
傳統閘室結構計算有兩種計算方法，其一是將閘墩視為固端于堰體上，單獨進行閘墩平面受力計算，再將閘墩下部的計算結果（彎矩和垂直力）作為集中荷載作用於堰體上，堰體作為彈性地基梁或板進行片面應力計算。Traditionally, loads of the arc gate are applied on the support or gate frusta as a set of concentrated load, but the effect range of such load on the frusta cannot be solved by material mechanics and structure mechanics. most of the load cases are fulfilled through optic - elastic test
通常弧門荷載作為一組集中荷載作用於牛腿或閘墩上，而這組荷載對閘墩受力的影響范圍材料力學方法和結構力學方法是不能解決的，受力狀況大部分是通過光彈試驗完成。On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place
本文試圖就上述的這兩大方面的內容，從以下三個角度進行了初步研究： 1 、縱槽向抗震性能分析1 ）湯峪河吊桿拱支承結構的縱槽向地震效應較小；吊桿式拱架結構動力特性取決于槽墩和主拱圈的剛度，以及結構的整體性，故適當加大構件截面尺寸或提高砼標號，盡量降低結構的建築高度和重心，在構件連接和變截面處增設梗脅，按照約束混凝土的要求來加強箍筋的配置，增加砼的延性，以克服地震時構件連接和變截面處的應力集中造成的坡壞，並吸收大量的地震能量，從而起到隔震，減震的效果。After synthetic evaluation to the permian reservoir, it was considered that there were deep lake facie in mazhong - heidun - shibandun structure zone, it was suitable to depositing thick carbonate rock. these cracks were developed in the zones where the stress was concentrated. these zones are fairly good oil and gas exploration areas.
對三塘湖盆地二疊系儲層進行綜合評價后，認為：該區馬中?黑墩?石板墩一帶屬半深湖沉積亞相，有利於碳酸鹽巖的沉積，儲集體沉積比較厚，並且此帶屬于應力集中的變形強烈帶，故裂縫較發育，從而成為最有利油氣勘探區，其次有利區為牛圈湖構造帶，這主要是由牛圈湖地區的顆粒溶孔較發育所致。1996 “ from the tomb no. 3 at sidun to the tomb of nan yue king : on the transition of jade ' s role during the prehistoric to the han periods, ” the journal of chinese jade, vol. 1, pp. 36 - 63
從寺墩三號墓到南越王墓- -論史前到漢代玉器角色的轉變， 《藝術學》 ，第14期，頁7 - 46 （另收錄于徐湖平主編， 《東方文明之光?良渚文化發現六十周年紀念文集》 ，海口：海南國際新聞出版中心，頁353 - 365 ） 。After excavation, there are concentration phenomenon of stress at the corner or the shiplock room, and the tension zone lies in half of the middle part as well as the part of the two slopes to the lower part of the upright wall. finally the analysis results are compared with site monitoring data in period of construction as well as the feedback reports, the result of all comes to meet with each other very well
開挖完成後，在閘室拐角處存在不同程度的應力集中現象，中隔墩上部1 2的巖體及南北邊坡至直立墻頂部平臺以下的部分巖體為拉應力區。在兩側邊坡及邊墻的塑性區出現在損傷區和部分卸荷影響區內，中隔墩大部分區域的巖體都進入了塑性狀態，閘室底板處的塑性區基本上與損傷區一致。The plan of wangjiadun district will give prominence to the development theme of ecology and humanity, and combine with the low spatial density construction of the city to arrange centralized landscaped water area at south of wangjiadun district, and connect it with yangtze river and hanjiang river to form a large open public place with ecological function ; the dregs of future construction will be piled up to form massifs at north wangjiadun district to create a classic “ south of hill and north of water ” urban image of business district
王家墩地區的規劃突出生態和人文的發展主題，結合城市低密度空間建設，在王家墩地區南部布置集中綠化水面，與長江、漢江相連接，形成具有生態效用的大型公共開敞空間；利用現狀建築渣土在王家墩北部堆築山丘，營造商務區「山南水北」的經典城市意向。For the structure that the side - frusta is also used as retain wall, considering the side frusta fastened on the weir body, the plane stress is calculated at first. then the moments, horizontal shear force and vertical force on the bottom of the retain wall are applied as fixate, and stress distribution on the weir body are calculated piecewise
對于邊墩兼作擋上墻結構，通常是將邊墩視為固端于巖體上，先進行下端為固端的擋墻平面受力計算，再將擋墻下部的彎矩、水平剪力和垂直力作為集中外荷載進行堰體的應力計算，堰體也只能分段進行片面受力計算。In addition, we will commence a wind measurement programme to set up five wind monitoring stations to collect site - specific data. three of the stations will be located at miu tsai tun, tung lung chau and town island to facilitate the collection of wind data in the area east of clear water bay in sai kung, which should constitute the preparatory work for a wind farm site search
另一項實地風力測量計劃將興建五個測風站，其中三個站分別位於廟仔墩、東龍洲及伙頭墳洲，有助搜集西貢清水灣以東水域的風力數據，為風電場選址作前期準備。The earliest market for the residents of kam tin and ping shan areas was known as yuen long hui ( also yuen long market ) located at tai kiu tun
元朗的市集最初創建在大橋墩，被稱為圓?墟。元朗舊墟是錦田、屏山一帶鄉民進行農產品交易的地方。The study result that there is slightly stress concentrated in the aera of the dam which with opened hollow and pier added. by the tension stress is more over the design intension, we need more reinforcement to resisted the stress
結果表明在孔口和閘墩附近出現了程度不太嚴重的應力集中現象，但拉應力超出抗拉設計強度較多，有必要採取配筋等措施來抵抗動力作用下的拉應力。According to construction features of three - span prestressed concrete and continuous rigid frame box with v pier bridge, the paper demonstrates the shell finite element theories, c onstruct the spatial model, and researches its spatial stress and variable regularity under different loads including uniform load, concentrated load and prestressing force wire. morever, the paper studies vibratory modal of three - span prestressed concrete and continuous rigid frame box with v pier bridge, and sets about experimental investigation of the corresponding practical bridge
本文根據典型的三跨預應力混凝土墩連續剛構橋的特點，提出採用板殼有限元法計算理論，建立其空間分析模型，研究該橋在不同荷載（均布恆載、集中活載、預應力束）支承條件下的空間受力特性和變化規律：探討了典型三跨預應力混凝土墩連續剛構橋的空間靜動力特性及相應的振動模態；探索一般的平面理論預測值與實際空間效應的差異，並進行相應的試驗研究。On the basis of data collection and analyse, the paper draws lessons from the built bridge and the newest research achievement, and studies the optimal design theory and method of the continuous rigid - frame bridge with double thin - wall flexible piers which especially adapts to landform and transportation development condition in the western regions
在資料的收集和分析基礎上，借鑒已建成的實橋資料和最新的研究結果，對適合我國西部地形地貌及交通建設條件的雙薄壁墩連續剛構橋的優化設計理論與方法進行了研究。Holy sophia cathedral is centralized type, 77 meters long from east to west, 71. 7 meters long from south to north, main part is a huge semicircle dome, very 15 meters high, the diameter of centre of the church is 32. 6 meters, have 40 ribs in all, join the shelf on four blocks of wood 7. 6 meters wide through the sail
聖索菲亞大教堂是集中式的，東西長77米，南北長71 . 7米，主要部分是一個碩大無朋的半圓穹頂，頂高15米，教堂正中的直徑為32 . 6米，共有40個肋，通過帆拱架在四個7 . 6米寬的墩子上。分享友人