A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
In order to minimize the final differential settlement and improve the mechanics performance of high-rise buildings and its podium, some pile design concept for the tower-podium connected building is discussed in this paper. According to the interaction of superstructure-foundation-pile, the pile rigidity of tower area (the core area) is enhanced, and that of outer podium area is weakened in the optimal pile design. This measure is applied in some projects with good technical result and economical effects.
In order to minimize the final differential settlement and improve the mechanics performance of high-rise buildings and its podium, some pile design concept for the tower-podium connected building is discussed in this paper. According to the interaction of superstructure-foundation-pile, the pile rigidity of tower area (the core area) is enhanced, and that of outer podium area is weakened in the optimal pile design. This measure is applied in some projects with good technical result and economical effects.
Discussion of Pile Design for High-Rise Buildings
Applied Mechanics and Materials ; 174-177 ; 1913-1916
2012-05-14
4 pages
Article (Journal)
Electronic Resource
English
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