High-Rise Building Design Using Midas Gen
High-Rise Building Design Using Midas Gen
High-Rise Building Design Using Midas Gen
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LLotte WorldTowerPre-Analysis - StressesSlab’s additional stressStress in OutriggerDifferential Deformation btw Slab-Column Slab has additional stressL87~L103Podium’s additional stress• Additional Stress without Delay Joint⇒ 1 st outrigger (L39~L43): 3,600 tonsconnection• Additional stress btwtower & podiumL72~L75⇒ 2 nd outrigger (L72~L75): 4,700 tons⇒ required a delay joint installationTowerPodium Max 100 ton.m Require SettlementJoint & Safety checkL39~L43• Additional Stress with Delay Joint⇒ 1 st outrigger (L39~L43): 1,700 tons⇒ 2 nd outrigger (L72~L75): 2,000 tonsB06~B0128
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