An overview of performance-based seismic design methodology for bridges

https://doi.org/10.31130/ud-jst.2024.510E
Tóm tắt: 65 | PDF: 25

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Author

  • Nguyen Hoang Vinh
    The University of Danang - University of Science and Technology, Vietnam
    Doan Cong Chanh
    The University of Danang - University of Science and Technology, Vietnam; School of Engineering, Tra Vinh University, Tra Vinh, Vietnam
    Phan Hoang Nam
    The University of Danang - University of Science and Technology, Vietnam
    Hoang Phuong Hoa
    The University of Danang - University of Science and Technology, Vietnam
    Gianluca Quinci
    Roma Tre University, Rome, Italy

Từ khóa:

Performance-based design
performance objective
push-over analysis
time history analysis
bridge

Tóm tắt

The Performance-Based Seismic Design (PBSD) is an advanced approach to designing earthquake-resistant structures, ensuring that a building meets specific performance objectives under seismic impacts. Unlike traditional design codes, PBSD aims to predict and control the damage to structures based on defined earthquake levels, minimizing damage and repair costs after an earthquake. The PBSD process includes defining performance objectives, selecting appropriate analysis models, conducting nonlinear analyses, and evaluating damage levels. Analytical methods such as nonlinear static pushover analysis and dynamic time history analysis are commonly applied in this process. Due to the need for in-depth knowledge and complex calculations, implementing PBSD can present significant challenges. This paper aims to present the details of PBSD based on seismic design codes and applies this approach to seismic design for bridges under earthquakes.

Tài liệu tham khảo

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Nov 30, 2024
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Vinh, N. H., D. C. Chanh, P. H. Nam, H. P. Hoa, và G. Quinci. “An Overview of Performance-Based Seismic Design Methodology for Bridges”. Tạp Chí Khoa học Và Công nghệ - Đại học Đà Nẵng, vol 22, số p.h 11B, Tháng Mười-Một 2024, tr 8-14, doi:10.31130/ud-jst.2024.510E.

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