| Title: | SCHEME COMPARISON BETWEEN PRIMARY BEAM AND SECONDARY BEAM IN THE TRANSFER STRUCTURE OF TALL BUILDINGS |
| DOI No: | 10.1142/9789812701480_0073 |
| Source: | TALL BUILDINGS (pp 487-489)
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| Author(s): | YIWEI LIU
Tsinghua-Yuan Architectural Design Ltd., Shenzhen, China
RUTANG LIN
Shenzhen Press Group, Shenzhen, China
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| Abstract: | In this paper, the settlement of the vertical members supported by the secondary transfer beam is analyzed, and overturning resisting rigidity at the supporting point is studied for earthquake and the wind load. A comparison with those results obtained in primary beam case is made. It is reasonable to use secondary transfer beam to support the vertical member with the smaller lateral rigidity, if there is difficulty to use primary beam. Two secondary transfer beams can be used in crossing form rather than the single, to increase the settlement resisting rigidity and entirety. |
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