土木工程外文翻譯--迪拜的設(shè)計(jì)-建筑結(jié)構(gòu)(存儲(chǔ)版)
【正文】 計(jì)說(shuō)明》的相關(guān)要求去設(shè)計(jì)的，用來(lái)抵抗重力，風(fēng)力，地震和疲勞的破壞。 選址評(píng)估分析。 .除了標(biāo)準(zhǔn)立方體試塊實(shí)驗(yàn)，筏板混凝土在被送至安裝之前也在流動(dòng)性試驗(yàn)臺(tái)上通過(guò)了局部的強(qiáng)度測(cè)驗(yàn)。而添加聚合物（潤(rùn)滑劑的 c60 的 混凝土?xí)r通過(guò)是混凝土導(dǎo)管來(lái)輸送的。已有規(guī)定長(zhǎng)期的最大沉降量為 80mm。相應(yīng)的，在設(shè)計(jì)的時(shí)候就要考慮到樁和筏形基礎(chǔ)的抗腐蝕能力。風(fēng)洞試驗(yàn)?zāi)Ｐ涂紤]到了風(fēng)經(jīng)過(guò)建筑所引起的漩渦效應(yīng)及其對(duì)建筑的影響。大量的風(fēng)洞試驗(yàn)和相關(guān)研究在策劃下進(jìn)行。 迪拜的地下水舍得迪拜的地下結(jié)構(gòu)經(jīng)受的著嚴(yán)峻的環(huán)境，地下水的氯聚合物含量達(dá)到了 %而硫化物含量也達(dá)到了 %。 第四階段： 1 個(gè)轉(zhuǎn)孔，深度 140 米。樁的直徑有 米長(zhǎng)度有 43米長(zhǎng)，每根都能夠承重 3000 噸的重力。各種潛在的液化液體通過(guò)幾種被廣泛認(rèn)可的方法調(diào)查研究 。而第二振動(dòng)模型的振動(dòng)周期為 秒。分布于建筑內(nèi)的 5榀桁架把所有的承受豎向荷載的構(gòu)件聯(lián)系了起來(lái)，進(jìn)一步保證了整體的豎向承載力，因此。因此，所有的垂直的混凝土在水平和重力兩個(gè)方向上都有得到了應(yīng)用。 迪拜塔的被設(shè)置成每一個(gè)單元的寬度都是不一樣的。 設(shè)計(jì)者有意的將混凝土結(jié)構(gòu)的迪拜塔設(shè)計(jì)成“ y”形狀的來(lái)減少風(fēng)荷載對(duì)它的影響，同時(shí)也簡(jiǎn)化結(jié)構(gòu)提高施工的可行性。s (RWD1) boundary* layer wind tunnels in Guelph. Ontario (Figure 14). The wind tunnel program included rigidmodel force balance tests, a foil multi degree of freedom aero elastic model studies, measurements of localized pressures, pedestrian wind environment studies and wind climatic studies. Wind tunnel models account for the cross wind effects of wind induced vortex shedding on the building. The aeroelastic and force balance studies used models mostly at 1:500 scale. The RWDI wind engineering was peer reviewed by Dr. Nick Isyumov of the University of Western Ontario Boundary Layer Wind Tunnel Laboratory. 迪拜的設(shè)計(jì) 迪拜塔的目的不僅僅只是成為世界上最高的建筑：而是象征著世界上最高的抱負(fù)。 La Grange multiplier methodology which results in a very efficient structure (Baker et ah, 2020). The reinforced concrete structure was designed in accordance with the requirements of ACI 31802 Building Code Requirements for Structural Concrete The wall thicknesses and column sizes were finetuned to reduce the effects of creep and shrinkage on the individual elements which pose the structure. To reduce the effects of differential column shortening, due to creep, between the perimeter columns and interior walls, the perimeter columns were sized such that the selfweight gravity stress on the perimeter columns matched the stress on the interior corridor walls. The five (5) sets of outriggers, distributed up the building, tie all the vertical load carrying elements together, further ensuring uniform gravity stresses: hence, reducing differential creep movements. Since the shrinkage in concrete occurs more quickly in thinner walls or columns, the perimeter column thickness of 600mm (24) matched the typical corridor wall thickness (similar volume to surface ratios) (Figure 5) to ensure the columns and walls will generally shorten at the same rate due to concrete shrinkage The top section of the Tower consists of a structural steel spire utilizing a diagonally braced lateral system. The structural steel spire was designed for gravity, wind, seismic and fatigue in accordance with the requirements of AISC Load and Resistance Factor Design Specification for Structural Steel Buildings (1999). The exterior exposed steel is protected with a flame applied aluminum finish. Analysis for Gravity The structure was analyzed for
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