Research on Seismic Design of High-Rise Buildings Based on Framed-Shear Structural System

Authors

  • Wei Wang Rizhao Polytechnic

DOI:

https://doi.org/10.30564/frae.v3i3.2670

Abstract

Under the rapidly advancing economic trends, people’s requirements for the functionality and architectural artistry of high-rise structures are constantly increasing, and in order to meet such modern requirements, it is necessary to diversify the functions of high-rise buildings and complicate the building form. At present, the main structural systems of high-rise buildings are: frame structure, shear wall structure, frame shear structure, and tube structure. Different structural systems determine the size of the load-bearing capacity, lateral stiffness, and seismic performance, as well as the amount of material used and the cost. This project is mainly concerned with the seismic design of frame shear structural systems, which are widely used today.

Keywords:

Frame shear wall structure; Displacement-based seismic design; Shear deformation

References

[1] Compilation of Essential Specifications for Class I Registered Structural Engineers of the Ministry of Construction of the People’s Republic of China, 2004.

[2] Xie Lili. Ma, Yu-Hong. Study of Earthquake-Resistant Morphology Based on Fortification Criteria[J], Seismological Journal,2002(2):25-29.

[3] Qian Jiaru. Luo Wenbin, Seismic Design of Building Structures Based on Displacement[J]. Building Structures,2001(4):86-88.

[4] Men Jinjie, Shi Qingxuan, Zhou Qi. Performance-based seismic design method for vertically irregular reinforced concrete frame structure[J]. Journal of Civil Engineering,2008(9):15.

[5] Deng Huanjun, Zheng Jianbo, Zhang Ye. Progress of displacement-based seismic design[J]. Industrial Building. 2008, 38(7):1-5.

[6] Yang Jun. Seismic Design Theory and Method of Reinforced Concrete Frame Structure Based on Displacement[D]. Xi’an University of Architecture and Technology,2007.

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Issue

Vol. 3 , Iss. 3 (October 2020)

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Articles

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