Comparison of homogenous and random fields of tensile strength effects on the nonlinear dynamical response of Guandi concrete gravity dams under strong earthquake waves-Reference-Cited by-同舟云学术

Comparison of homogenous and random fields of tensile strength effects on the nonlinear dynamical response of Guandi concrete gravity dams under strong earthquake waves

Published:2020-10-12 Issue:12 Volume:17 Page:1684-1697
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Lu Xiang¹²,Pei Liang¹²,Chen Jiankang¹²,Wu Zhenyu¹²,Li Zefa¹²

Affiliation:

1. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, China

2. College of Hydraulic and Hydroelectric Engineering, Sichuan University, Chengdu, China

Funder

the National Key R&D Program 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/10.1080/15732479.2020.1832534

Reference48 articles.

1. Non-linear seismic response of concrete gravity dams to near-fault ground motions including dam-water-sediment-foundation interaction

2. Near-fault ground motion effects on the nonlinear response of dam-reservoir-foundation systems

3. Comparison of near- and far-fault ground motion effect on the nonlinear response of dam–reservoir–foundation systems

4. Seismic Fragility of Concrete Gravity Dams with Spatial Variation of Angle of Friction: Case Study

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