Shaking Table Test of Eccentric Reinforced Concrete Frame-Shear Wall Structure Model

Bing Li; Li Na Lu; Hai Tao Lv; Xu Fang Li

doi:10.4028/www.scientific.net/AMM.584-586.1247

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Numerical Analysis of Combined Aggregate Concrete from the Meso-Scale Level
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Production of Bio-Resistant Wood Materials through the Modification of Wood by Boron-Nitrogen Compounds
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Quantitative Evaluation on Pozzolanic Reaction of Silica Fume and the Time Dependent Development of Portlandite in Composite Cementitious Systems
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Research on the Restraint Expansive Stress of MgO Reinforced Concrete at the Early Age
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Shaking Table Test of Eccentric Reinforced Concrete Frame-Shear Wall Structure Model
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 584-586Shaking Table Test of Eccentric Reinforced...

Shaking Table Test of Eccentric Reinforced Concrete Frame-Shear Wall Structure Model

Abstract:

Reinforced concrete eccentric frame-shear wall structure has been widely used in engineering. However, this structure is mainly used for high-rise structure, and it is difficult to obtain accurate earthquake response of structure through experimental study. Therefore, simulation software needs to be used for study on seismic performance of high-rise structures. This paper produces useful conclusions for the project through shaking table test and the simulation of seismic performance provided by ANSYS finite element analysis software.

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Periodical:

Applied Mechanics and Materials (Volumes 584-586)

Pages:

1247-1250

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.584-586.1247

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Online since:

July 2014

Authors:

Bing Li*, Li Na Lu, Hai Tao Lv, Xu Fang Li

Keywords:

Anti-Seismic, Finite Element Analysis (FEA), Shaking Table Test

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* - Corresponding Author

References

[1] Khot.S. M, Yleve N.P. Modeling and Response Analysis of Dynamic Systems by Using Ansys And MATLAB. Journay of Vibration and Control, 2011, 17(6).

Google Scholar

[2] Helen Wu. Torsional Response of Structure with Mass Eccentricity. Rotating Machinery, Structural Health Monitoring, Shock and Vibration. v. 5. Jacksonville Florida, USA, (2011).

DOI: 10.1007/978-1-4419-9428-8_27

Google Scholar

[3] Linsheng Huo, Hongnan Li, Bing Li. Advances in Neural Networks—ISNN 2009.P.I. Advances in Neural Networks—ISNN 2009: 6th International Symposium on Neural Networks, INSS 2009. Wuhan, China, (2009).

DOI: 10.1007/978-3-642-01510-6

Google Scholar

[4] Shi Yan, Xiao Xiao, Yueguo Zhang, Wenquan Zheng. The analysis of the hysteresis behavior of high strength concrete. column. Journal of Shenyang Jianzhu University. (2006).

Google Scholar

[5] Shi Yan, Yueguo Zhang, Xudong Wang. Seismic test on circular high strength concrete column. Journal of Shenyang Jianzhu University. (2006).

Google Scholar

[6] Shaowu Zhang, Ying Feng, Kefeng Gao, Wenpan Sun. Seismic test on reinforced frame structure. Journal of Shenyang Jianzhu University. (2011).

Google Scholar