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Title:THE THEORETICAL ANALYSIS AND ENGINEERING PRACTICE OF OVERLONG JOINTLESS TRANSFER STRUCTURES
DOI No:10.1142/9789812701480_0075
Source:TALL BUILDINGS (pp 497-502)
Author(s):SHULING ZHOU
Beijing CanBao Institute of Architectural Design, Beijing 100850, China

WEIJIAN GU
Beijing CanBao Institute of Architectural Design, Beijing 100850, China

Abstract:Some factors influencing the crack control of overlong jointless transfer structures had been synthetically analyzed including the layout of a building, the structural system and the transfer forms of the high-rise building. The comparative research on the transfer form for the overlong jointless structures was carried out through a practical engineering project. With the aim of the finite element method for numerical calculation, the mechanical properties of the globe structure and the transfer beam was analyzed. Some fortification measures for overlong jointless transfer structure were put forward lastly. The result obtained from this research may serve as a reference for the similar project design.
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