TURNING TORSO @ MALMO, SWEDEN BY SANTIAGO

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TURNING TORSO @ MALMO, SWEDENBY SANTIAGO CALATRAVAarch 631 c a s e s t u d yturning torso

santiago calatravaartiststructural engineerarchitectfactsstructure no of floors – 57basement – 2height – 190.4 mts9 cubes of 5 floorseach each floor: 1.6 deg each cube: 10 deg building : mixed use 1st to 2nd cube :commercial spacematerials 3rd to 9th cube:residential space concrete core-shear walls cost : 235million US steel spine concrete floor slabsarch 631 c a s e s t u d yturning torso

architectural concept designed to look like a turning human body nine vertically stacked cubes twisted 90 degrees from bottom to top steel spine twists along with the structuresimilar to spine and ribs of the human bodyarch 631 c a s e s t u d yturning torso

structural conceptconcrete floor slab1ft thk cantileveredfrom the coreconcrete tube core r 10.6 mtsconcrete perimeter columnsteel spine pinconnectedarch 631 c a s e s t u d yturning torso

steel spine as exoskeleton for the structure reduces wind displacement acts as a reinforcing truss consists of 20 horizontal and 18 diagonalmembers known as cigarslateral load transfersteel spinefoundationperimeter wallscantilever floor slabscentral corefoundationarch 631 c a s e s t u d yturning torso

concrete perimetercolumnvertically continuous perimeterwallsconcrete floor slabcantilevered from corecircular hallwayconcrete coreglass and aluminiumfacadetypical floor plan17 mtsarch 631 c a s e s t u d yturning torso

construction process self climbing slip forms steel spine erected using air-drivenwinches steel treated with special anticorrosive paintarch 631 c a s e s t u d yturning torso

analysiswind load calculationsvelocity pressure Kz exposure categoryKzt topographic factorKd wind directionality factorqz 0.613. Kz .Kzt .Kd .V2. I(N/m2 )V wind speeddesign wind load G gust effect factorF qz.G.Cf.Af (N)Cf force coefficientwind velocity at each floor I importance factorAf projected areaVr.(h/hr).Kwind velocity (reference) note:Vr 44m/sec all values from ASCE-07hr 10 mts all factors are generic factors notdependent on geographic locationh ht of floor above groundK 1/5arch 631 c a s e s t u d yturning torso

axial force diagramshear force diagramarch 631 c a s e s t u d yturning torso

moment diagramdeflection diagram animyxarch 631 c a s e s t u d yturning torso

conclusion example of a structure where steel exoskeleton isused as an efficient lateral bracing mechanism central core in concrete is the main elementresponsible for transferring vertical loads towardsthe foundationresources http://skyscraperpage.com/diagrams/?b8368 http://www.dexigner.com/design news/2482.html http://skyscraperpage.com/cities/?buildingID 8368 http://www.turningtorso.com/html/faq en.htm g-torso/ http://en.wikipedia.org/wiki/Turning Torsoarch 631 c a s e s t u d yturning torso

thank youteamcharul mehtajeremy harpernupur guptathomas oomenarch 631 c a s e s t u d yturning torso

TURNING TORSO @ MALMO, SWEDEN BY SANTIAGO CALATRAVA. arch 631 c a s e s t u d y strong t u r n i n g t o r s o /strong facts santiago calatrava structure artist structural engineer architect building : mixed use 1st to 2nd cube : commercial space 3rd to 9th cube: residential space

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