Dynamic Analysis of the Double Tower Connected Structure under Earthquake Action

Abstract:

The mechanical behavior research on double tower connected structure under earthquake action is more and more important gradually with wide application of high-rise building connected structures in the engineering field. Structure stress and deformation become extremely complicated due to connected structure, thereby the paper adopts two kinds of different analysis software for simulation of simplified model and system comparative analysis on a project example of one double tower connected structure, single tower separate calculation and double tower connected integral calculation are respectively conducted, structure dynamic features under the earthquake action is comparatively analyzed, the influence of connected structure on tower integral structure vibration mode, displacement and period is analyzed, thereby obtaining some conclusions beneficial for project design as references.

• Periodical: Advanced Materials Research (Volumes 243-249)
• Pages: 5186-5190
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.243-249.5186
• Online since: May 2011
• Authors: Yan Ping Zhang, Ai Hong Han
• Keywords: Double Tower Connected Structure, Dynamic Characteristic, Earthquake Action

References

[1] Guangyu Tan, Pusheng Shen. Science Technology and Engineering, 2006 (16), p.2492 ~ 2494. (In Chinese)

[2] Technical Regulations on High-rise Building Concrete Structures. (JGJ3-2002) [S], Ministry of Construction and the State General Administration of Quality Supervision, Inspection and Quarantine. (In Chinese)

[3] Kunyao Huang, Bingnan Sun, Wenjuan Lou, etc. Industrial Construction, 2001 (8), p.27 ~ 29. (In Chinese)

[4] Building Earthquake-resistance Design Specification (2008 edition) [S]. PRC Ministry of Construction and General Administration of Quality Supervision, Inspection and Quarantine. (In Chinese)