Study on Seismic Performance of Reinforced Concrete Masonry High-Rise Building

Xu Jie Sun; Hou Zhang; Da Gang Lu; Feng Lai Wang

doi:10.4028/www.scientific.net/AMM.166-169.2164

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Study on Seismic Performance of Reinforced...

Study on Seismic Performance of Reinforced Concrete Masonry High-Rise Building

Abstract:

The design process of the 100 m high reinforced concrete masonry building in China was firstly presented, deformation check calculation under earthquake action by mode-superposition response spectrum method and time-history analysis method were detailed and deformation under wind load was also checked. Then elastic-plastic deformation under earthquake action was checked by time-history analysis method and pushover analysis method with both under uniform load and reverse triangle load. The conclusion is construct 100 m high office building built in Fortification intensity 6 by reinforced concrete masonry is feasible. Then the building was redesigned as built in fortification 7, the same check was performed as that have been done in fortification 6, it is feasible too.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2164-2170

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2164

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Online since:

May 2012

Authors:

Xu Jie Sun, Hou Zhang, Da Gang Lu, Feng Lai Wang

Keywords:

Concrete-Block Casting Wall Structure, High-Rise Building, Reinforced Concrete Masonry Structure, Seismic Performance

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References

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