Verification of Structural Health Assessment Method Using Full-Scale Collapse Test of Four-Story Steel Building

Yushi Shinagawa; Akira Mita

doi:10.4028/www.scientific.net/KEM.558.174

Paper Titles

A Robust Procedure for Damage Detection from Strain Measurements Based on Principal Component Analysis
p.128

Prediction and Measurement of Lamb Wave from Debondings at Structural Features in Composite Laminates
p.139

Substructure Damage Detection Method for Shear Structure Using Sub-Time Series and ARMAX
p.149

Structural Design and Verification of Composite Pressure Vessels for Submarine External Stowage
p.160

Verification of Structural Health Assessment Method Using Full-Scale Collapse Test of Four-Story Steel Building
p.174

Damage Characterisation of Carbon Fibre Reinforced Composite Plate Using Acoustic Emission
p.184

Nonlinear Properties of Lamb Waves under Modulation of Fatigue Damage: Finite Element Simulation with Experimental Validation
p.195

Single Transducer Pair Lamb Wave Time Reversal for Damage Detection in Composite Laminates
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Development of the Damage Detection Method for CFRP Structures Using Distributed BOCDA Optical Fiber Sensor
p.218

HomeKey Engineering MaterialsKey Engineering Materials Vol. 558Verification of Structural Health Assessment...

Verification of Structural Health Assessment Method Using Full-Scale Collapse Test of Four-Story Steel Building

Abstract:

In this paper, the health status of a full-scale four-story steel building is investigated using the data of collapse test at the E-defense in Hyogo Prefecture, Japan. We extracted the features such as hysteretic characteristics, story drift angle, natural frequency and shapes using only the acceleration data of the collapse test. We evaluated the reliability and the correlation of the features with structural damage. Moreover, we proposed the preferred index for the damage detection.

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Periodical:

Key Engineering Materials (Volume 558)

Pages:

174-183

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.558.174

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Online since:

June 2013

Authors:

Yushi Shinagawa, Akira Mita

Keywords:

Full-Scale Collapse Test, Maximum Story Drift, Subspace Method, System Identification

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References

[1] "National research Institute for Earth science and disaster prevent - Hyogo Earthquake Engineering Research Center", http://www.bosai.go.jp/hyogo/, 2012.5.22 access

Google Scholar

[2] Yamada S., Suita K., Tada M., Kasai K., Matsuoka Y. and Shimada Y., "Collapse Experiment on 4-Story Steel Moment Frame: Part 1 Outline of Test Results", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, No. S17-01-004, (2008.10).

DOI: 10.1201/9780203861592.ch18

Google Scholar

[3] Suita K., Yamada S., Tada M., Kasai K., Matsuoka Y. and Shimada Y., "Collapse Experiment on 4-Story Steel Moment Frame: Part 2 Detail of Collapse Behavior", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, No. S17-01-011, (2008.10).

DOI: 10.1201/9780203861592.ch19

Google Scholar

[4] Matsuoka Y., Suita K., Yamada S., Shimada Y. and Akazawa M., "Non-structural Component Performance in 4-story Frame Tested to Collapse", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, No. S17-01-014, (2008.10).

Google Scholar

[5] M. Verhaegen. "Identification of the Deterministic Part of MIMO State Space Models Given in Innovations from Input-output Data" , Automatica, Vol.30, No.1, pp.61-74, (1994)

DOI: 10.1016/0005-1098(94)90229-1

Google Scholar

[6] P. Van Overschee and B.De Moor. "Subspace Identification for Linear Systems : Theory-Implementation-Applications" , Kluwer Academic Publishers, (1996)

DOI: 10.1007/978-1-4613-0465-4_6

Google Scholar

[7] B. Peeters, G. De Roeck, "Reference-based Stochastic Subspace Identification for Output-only Modal Analysis" , Mechanical Systems and Signal Processing, Vol.13, No.6, pp.855-878, (1999)

DOI: 10.1006/mssp.1999.1249

Google Scholar