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BUILDING CONTROL IN HONG KONG 22
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analysis architecture axial force bearing capacity behavior Beijing bending boundary boundary element method box foundation building structures calculated China China SUMMARY Chongqing coefficient columns compression considered construction core coupling beams cracks cross section curve deflection deformation depth displacement displacement vector distribution ductility dynamic earthquake effect elastic Engineering equation exterior failure finite element finite element method flexural floor slab formwork frame tube framed shear wall Guangzhou height high-rise high-rise buildings Hotel HVAC internal force joint lateral loads layer mode obtained paper pipe plane plastic hinge podium pressure problem pump raft Rainbow Hotel ratio reinforced concrete resistance rigid seismic settlement Shanghai shear force shear strength shear stress shown in Fig simplified soil space specimens steel stiffness matrix storey stratum strength stress Table tall buildings thickness tion Tongji University torsional tower truss tube structure vector vibration wind load yield ZHANG zone