Shaking Table Test Study of Reinforced Concrete Shear Wall Structure

Zheng Li; Heng Zhou; Li Qin

doi:10.4028/www.scientific.net/AMM.865.306

Paper Titles

Optimization of Concrete Porous Mix Using Slag as Substitute Material for Cement and Aggregates
p.282

Experimental Study of Composite High Strength Self-Compacting Concrete
p.289

Numerical Investigation of Four Seismic Upgrading Techniques on a Masonry Bell Tower
p.295

Evaluation of Green Building Energy-Saving Technology Based on Entropy Weight Method
p.301

Shaking Table Test Study of Reinforced Concrete Shear Wall Structure
p.306

Incremental Formulation of Concrete Creep under Stress History
p.313

Experimental Static Load Test of Prestressed Concrete Slab-on-Ground Model
p.320

Numerical Methods for Solving Physically Nonlinear Problems for Inhomogeneous Thick-Walled Shells
p.325

Method of Increasing the Moment of Inertia of Metallic Angled Profile
p.331

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 865Shaking Table Test Study of Reinforced Concrete...

Shaking Table Test Study of Reinforced Concrete Shear Wall Structure

Abstract:

A reduced-scale model of 7-story reinforced concrete shear wall structure is made. Shaking-table test of the model is carried out. Two test conditions are considered. In the first condition, fixed base is used. In another condition, soil structure interaction is considered. According to the experimental results, the dynamic characteristic and seismic performance of shear wall structure is studied. The acceleration time history response of model structure is obtained. Based on the time-history response, the dynamic characteristics of model structure are studied by spectrum analysis. The Finite Element Model of actural structure is established by ANSYS. The dynamic characteristics and seismic performance of actural structure are studied. By comparing the experiment results and numerical analysis results under the fixed-base condition, the rationality of the ANSYS model and numerical analysis method of are verified.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 865)

Pages:

306-312

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.865.306

Citation:

Cite this paper

Online since:

June 2017

Authors:

Zheng Li*, Heng Zhou, Li Qin

Keywords:

Reduced-Scaled Model, Seismic Performance, Shaking-Table Test, Shear Wall Structure, Spectrum Analysis, Time History

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] National standard of the People's Republic of China. (GB50011—2010) Code for seismic design of buildings. Beijing: China Architecture and Building Press, 2010. (in Chinese).

Google Scholar

[2] Beijing Wavespectrum Company. Instructions of VibSQK for shaking table system WS-Z50. Beijing, 2007. (in Chinese).

Google Scholar

[4] W. J. Chung, C. B. Yun, N. S. Kim, J. W. Seo. Shaking table and pseudo dynamic tests for the evaluation of the seismic performance of base-isolated structures. Eng. Struct. 21 (1999) 365-379.

DOI: 10.1016/s0141-0296(97)00211-3

Google Scholar

[3] S. P. Shang, Z. H. Zhu, W. G. Tu, et al. J. Hunan University (Natural Sciences), 31(5) (2004) 71-76. (in Chinese).

Google Scholar

[5] P. Z. Li, X. L. Lv. Earthq. Eng. Eng. Vib. 6(3) (2004) 130-138. (in Chinese).

Google Scholar

[6] X. L. Lu, Y. Zou, W. S. Lu, B. Zhao. Shaking table model test on Shanghai World Financial Center Tower. Earthq. Eng. Struct. Dyn. 36 (2007) 439-457.

DOI: 10.1002/eqe.634

Google Scholar