Performance-based seismic fragility analysis of retaining walls based on the probability density evolution method-Reference-Cited by-同舟云学术

Performance-based seismic fragility analysis of retaining walls based on the probability density evolution method

Published:2018-11-20 Issue:1 Volume:15 Page:103-112
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Huang Yu¹²,Hu Hongqiang¹,Xiong Min¹

Affiliation:

1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, China;

2. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2018.1520906

Reference34 articles.

1. Analytical seismic fragility functions for highway and railway embankments and cuts

2. Development of fragility functions for geotechnical constructions: Application to cantilever retaining walls

3. A method for generating fully non-stationary and spectrum-compatible ground motion vector processes

4. Effects of deep excavation on seismic vulnerability of existing reinforced concrete framed structures

5. Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability-based design (SRBD)

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