Comparison between Experiments and FEM Simulations of the Reinforced Concrete Structure under Shake Table Test

Ren Zuo Wang; Wen Yu Chang; Bing Chang Lin; Chao Hsun Huang

doi:10.4028/www.scientific.net/AMR.842.477

Paper Titles

Analytical Prediction Model for Fatigue Crack Propagation Rate under Tension-Compression Loading
p.455

Elastic-Plastic State of Inhomogeneous Soil Array with a Spherical Cavity
p.462

Tensile Properties of Friction Stir Welding Aluminum Alloys Used in Aviation
p.466

Crack Propagation in Concrete with Silica Particles
p.470

Comparison between Experiments and FEM Simulations of the Reinforced Concrete Structure under Shake Table Test
p.477

Parameter Identification of a Stress Relaxation Model Based on Differential Evolution Algorithm
p.482

Studies on Mechanical Properties of Mulberry Branches Scrimber
p.486

Health Evaluation for Durability of Harbor Engineering in South China Based on AHP
p.489

Determination of a Loading Pressure in the Metal Forming by the Given Movements
p.494

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 842Comparison between Experiments and FEM Simulations...

Comparison between Experiments and FEM Simulations of the Reinforced Concrete Structure under Shake Table Test

Abstract:

In this paper, the numerical simulation procedure of the reinforced concrete (RC) structure is purposed using SAP2000 software. The plastic hinge model (PHM) is using SWPH code. This PHM is to simulate the nonlinear responses of the RC structure under seismic. The numerical structural models are established using FEM models. The test specimen under shake table is two-span RC structure. In order to demonstrate the accuracy of RC structural model, comparisons between the experimental and numerical results are close. The proposed procedure can be used to simulate the nonlinear responses of RC structure under seismic.

You might also be interested in these eBooks

Materials, Mechanical and Manufacturing Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 842)

Pages:

477-481

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.842.477

Citation:

Cite this paper

Online since:

November 2013

Authors:

Ren Zuo Wang*, Wen Yu Chang, Bing Chang Lin, Chao Hsun Huang

Keywords:

Plastic Hinge Model, Reinforced Concrete Structure, Sap2000, Shaking Table

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] L.L. Chung, Y.K. Yeh, W.Y. Chien, F.P. Hsiao, W.C. Shen, T.C. Chiou, T.K. Chow, Y.F. Chao, Y.S. Yang, F.P. Hsiao, W.C. Shen, T.C. Chiou, T.K. Chow, Y.F. Chao, Y.S. Yang, Y.S. Tu, J.F. Chai, S.J. Hwang and C.H. Sun: Technology Handbook for Seismic Evaluation and Retrofit of School Buildings, Second Edition, November 2009, Report No. ：NCREE-09-023.

Google Scholar

[2] Mao, C. -H., Nonlinear System Identification Method for Structural Health Monitoring: Techniques for the Detection of Nonlinear Indicators, in Department of Civil Engineering. 2009, Master thesis, National Taiwan University: Taipei.

DOI: 10.32657/10356/36291

Google Scholar

[3] Huang, J. -R., System Identification of Degrading Hysteretic Restoring Forces of Reinforced Concrete Frames, in Department of Civil Engineering. 2009, Master thesis, National Taiwan University: Taipei.

Google Scholar

[4] C.H. Loh, P.Y. Lin, S.H. Chao, W.I. Liao, S.K. Huang, C.H. Mao, J.R. Huang: Benchmark Model of Reinforced Concrete Structures for Structural Health Monitoring and Damage Detection (Report on Test Data), December 2009, Report No. ：NCREE-09-031.

Google Scholar

[5] CSI Analysis Reference Manual For SAP2000®, SAFE® and CSiBridge™.

Google Scholar