Two-Scale Probabilistic Seismic Fragility Assessment for a Prestressed Concrete-Steel Hybrid Wind Turbine Tower with Incremental Dynamic and Multiple Stripe Analysis-Reference-Cited by-同舟云学术

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Two-Scale Probabilistic Seismic Fragility Assessment for a Prestressed Concrete-Steel Hybrid Wind Turbine Tower with Incremental Dynamic and Multiple Stripe Analysis

Published:2024-06-04 Issue: Volume: Page:1-22
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Li Zeyu¹,Xu Bin²³,Zhao Ye²

Affiliation:

1. College of Civil Engineering, Hunan University, Changsha, China

2. College of Civil Engineering, Huaqiao University, Xiamen, China

3. Key Laboratory for Intelligent Infrastructure and Monitoring of Fujian Province, Huaqiao University, Xiamen, China

Funder

National Natural Science Foundation of China

Scientific Research Funds of Huaqiao University

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2361770

Reference37 articles.

1. Ancheta, T. D., R. B. Darragh, J. P. Stewart, E. Seyhan, W. J. Silva, B. S. J. Chiou, K. E. Wooddell, et al. 2013. Peer-Nga West2 Database. Berkeley, CA: Pacific Earthquake Engineering Research Centre.

2. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis

3. Evaluating commercial feasibility of a new tall wind tower design concept using a stochastic levelized cost of energy model

4. Beam-column modeling and seismic fragility analysis of a prestressed segmental concrete tower for wind turbines

5. IDA-based seismic fragility of high-rise frame-core tube structure subjected to multi-dimensional long-period ground motions

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