Transformation Design of a High-Rise Building

Xiao Dong Yang; Qiang Wei; Jun Feng Li

doi:10.4028/www.scientific.net/AMM.351-352.1038

Paper Titles

Simulation of Flexural Behavior of Reinforced Concrete Beams under Impact Loading
p.1018

Study on Thermal Crack Control of Multi-Tower Large Basement Structures
p.1024

Experimental Study on Behavior of RC Beam Strengthened with Ridged Aramid Fiber Plate Strip
p.1028

Finite Element Analysis of Natural Vibration Frequency for Unbounded Prestressed Concrete Beams
p.1034

Transformation Design of a High-Rise Building
p.1038

Experimental Study on Natural Frequency Variation Regulations of Simply Supported Externally Prestressed Concrete Beams
p.1043

Seismic Time-History Analysis of Gravity Dam Based on Nonlinear Finite Element Method
p.1047

The Practical Calculation Charts to Determine Column Effective Length of Framework and Bent Framework
p.1052

Suspend-Dome Static Behavior Analysis
p.1057

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Transformation Design of a High-Rise Building

Transformation Design of a High-Rise Building

Abstract:

The paper illustrated design process and announcements of the reconstruction through a project example.The structure had been made an integral analysis by analysis software MIDAS/GEN which can separately consider different material damping ratio. The results show that Structure would be more likely to generate the translational mode based on concrete vibration in the earthquake.This paper introduced the application of the design concept of green building in this project.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

1038-1042

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.1038

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Online since:

August 2013

Authors:

Xiao Dong Yang*, Qiang Wei, Jun Feng Li

Keywords:

Damping Ratio, Green Building, MIDAS/Gen, Reconstruction

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* - Corresponding Author

References

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