Modal parameter identification and damping ratio estimation from the full-scale measurements of a typical Tibetan wooden structure

Author:

Dai Lu,Yang Na,Law S. S.,Yang Qingshan

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Alicioglu B and Lus H (2008), “Ambient Vibration Analysis with Subspace Methods and Automated Mode Selection: Case Studies,” Journal of Structural Engineering, 134: 1016–1029.

2. Brownjohn JMW, Carden EP, Goddard CR and Oudin G (2010), “Real-time Performance Monitoring of Tuned Mass Damper System for a 183 m Reinforced Concrete Chimney,” Journal of Wind Engineering, 98:169–179.

3. Brownjohn JMW and Koo KY (2010), “Vibration Serviceability of Tall Buildings due to Wind Loads: Prediction, Measurement and Evaluation of Damping,” Structures Congress-ASCE, pp. 2961-2971.

4. Che AL (2006), “Dynamic Characteristics and Seismic Response Analysis of Yingxian Wooden Pagoda,” Ph.D. Thesis, Shanghai Jiaotong University, Shanghai, China. (in Chinese)

5. Chen B, Yang QS, Wang K and Wang LA (2013), “Fullscale Measurements of Wind Effects and Modal Parameter Identification of Yingxian Wooden Tower,” Wind and Structures, 17(6): 609–627.

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