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Analysis on Switch Node Finite Element of a High-Rise Building
In order to satisfy the requirement of building elevation, the setback change is carried out for the structure of a high-rise building. In order to minimize the influence of transfer story on building functions, the setback part is provided with the method of partial lapping column transfer. Lapping column transfer is a relatively fresh transfer method, which can increase the building space utilization, reduce the consumption of concrete materials, and avoid the vertical stiffness mutation of high-rise building effectively. However, the stress for lapping column transfer is rather complex, and this text makes a special analysis to the transfer story and node.
Analysis on Switch Node Finite Element of a High-Rise Building
In order to satisfy the requirement of building elevation, the setback change is carried out for the structure of a high-rise building. In order to minimize the influence of transfer story on building functions, the setback part is provided with the method of partial lapping column transfer. Lapping column transfer is a relatively fresh transfer method, which can increase the building space utilization, reduce the consumption of concrete materials, and avoid the vertical stiffness mutation of high-rise building effectively. However, the stress for lapping column transfer is rather complex, and this text makes a special analysis to the transfer story and node.
Analysis on Switch Node Finite Element of a High-Rise Building
Applied Mechanics and Materials ; 578-579 ; 20-24
2014-07-04
5 pages
Article (Journal)
Electronic Resource
English
Analysis on Switch Node Finite Element of a High-Rise Building
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