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Title:DYNAMIC CHARACTERISTICS AND SEISMIC RESPONSE ANALYSIS OF MULTI-TOWER STRUCTURE CONNECTED WITH CIRCULAR CORRIDOR
DOI No:10.1142/9789812701480_0017
Source:TALL BUILDINGS (pp 104-108)
Author(s):YIMIN ZHENG
Architectural Design and Research Institute, Tongji University, 1239 Siping Road, Shanghai 200092, China

YUTANG CHEN
Department of Building Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China

Abstract:Based on a practical project, a three-dimension FEM model is established to analyze the dynamic characteristics and seismic response of the Six-tower Connected Structure. The effects on the structure behavior due to the long span connections stiffness and two kinds of connecting method between the corridors and the towers are studied in this paper. The paper establishes a foundation for further researches.
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