Hydrodynamic Pressure on Gravity Dams with Different Heights and the Westergaard Correction Formula-Reference-Cited by-同舟云学术

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Hydrodynamic Pressure on Gravity Dams with Different Heights and the Westergaard Correction Formula

Published:2018-10 Issue:10 Volume:18 Page:04018134
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Mingming¹,Chen Jianyun²,Wu Liang³,Song Bingyue⁴

Affiliation:

1. Associate Professor, Faculty of Electric Power Engineering, Kunming Univ. of Science and Technology, Kunming 650500, China (corresponding author).

2. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

3. Associate Professor, Faculty of Electric Power Engineering, Kunming Univ. of Science and Technology, Kunming 650500, China.

4. Lecturer, Faculty of Electric Power Engineering, Kunming Univ. of Science and Technology, Kunming 650500, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001257

Reference25 articles.

1. Reservoir water level effects on nonlinear dynamic response of arch dams

2. Retrofitting Effect on the Dynamic Properties of Model-Arch Dam with and without Reservoir Water Using Ambient-Vibration Test Methods

3. Hydrodynamic Modeling of Dam-Reservoir Response during Earthquakes

4. Practical Formulas for Frequency Domain Analysis of Earthquake-Induced Dam-Reservoir Interaction

5. Earthquake analysis of gravity dam-reservoir systems using the Eulerian and Lagrangian approaches

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2. Hydrodynamic pressure on lateral side of dam excited by harmonic seismic vibration: A novel formulation;Soil Dynamics and Earthquake Engineering;2023-01

3. Finite element-based direct coupling approach for dynamic analysis of dam–reservoir system;Innovative Infrastructure Solutions;2022-12-14

4. A finite element based approach to observe hydrodynamic pressure in reservoir adjacent to concrete gravity dam;OCEAN SYST ENG;2022

5. Modal analysis of an arch dam combining ambient vibration measurements, advanced fluid‐element method and modified engineering approach;Earthquake Engineering & Structural Dynamics;2022-02-14

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