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The Regent Emirates Pearl Hotel Abu Dhabi, UAE

机译:摄政阿联酋珍珠酒店阿联酋阿布扎比

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Located amongst palaces and high profilernskyscrapers on the Corniche Street of AburnDhabi in the United Arab Emirates, thernnew mixed-use $290 USD million RegentrnEmirates Pearl development rises and twistrn840 feet (256 m) above ground. Thernexpansive plot area of 120,000 sf (11,150rnsm) is located such that it provides some ofrnthe best views of the capital city, thernturquoise water of the Persian Gulf and thernluxurious Emirates Palace. The structurerntopped out in March 2012 and will open inrnearly 2014.rnThe Pearl’s signature feature is the 45–rnstory twisting elliptical floor plan andrncolumns which contains 60 luxury servicedrnapartments occupying levels 1 thru 10 andrna 5-star hotel with 437 rooms includingrnpresidential and royal suites occupyingrnlevels 11 thru Roof. (See Figure 1.) Thernexpansive podium area includes five levelsrnof restaurants, retail areas, spas, swimmingrnpools, gym and more with another 5 levelsrnof underground parking. The total projectrnbuild up area is 55 stories and 1.4 millionrnsf.rnThe tower is laterally supported by anrnelliptical core-coupled shear wall andrnvertically supported by gravity columnsrntwisting around the perimeter, oriented at 7rndegrees from vertical. The inherent torsionrnwhich is driven into the core was greatlyrnreduced by use of an innovative outriggerrntransfer design which reversed the torsion,rnmaking the building both possible andrnefficient. The use of a construction sequencernmodel was used to verify the design and tornprovide direction regarding how best tornconstruct the tower.
机译:位于阿拉伯联合酋长国阿本达比(AburnDhabi)滨海路(Corniche Street)上的宫殿和高耸入云的摩天大楼之间,Thernew多功能综合体斥资290美元(百万美元),由摄政酋长国珍珠开发而成,地面高840英尺(256 m)。占地120,000平方英尺(11,150rnsmm)的热膨胀土地面积使其可以欣赏到首都,波斯湾的绿松石水和豪华的阿联酋宫殿的最佳景观。该结构于2012年3月破土动工,并将于2014年年初开业。珍珠的标志性特征是45层的扭曲椭圆形平面图和列,其中包含60层豪华服务式公寓,占据1层至10层,以及5星级酒店,拥有437间客房,其中包括rnresidential和Royal套房占据11层通过屋顶。 (请参见图1。)大型讲台区域包括5层餐厅,零售区,水疗中心,游泳池,健身房等,还有5层地下停车场。该项目的总建筑面积为55层,总建筑面积为140万平方呎。塔楼由环形的岩心耦合剪力墙侧向支撑,并由重力柱垂直支撑,重力柱沿周向扭曲,与竖直方向成7rn度。通过采用创新的支腿传递设计,扭转了扭转力,大大降低了驱动到核心的固有扭转力,使建筑物既可行又高效。使用施工顺序模型来验证设计并提供有关如何最佳地撕毁塔架的方向。

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