A symmetric implementation of pressure-based fluid–structure interaction for nonlinear dynamic analysis of arch dams-Reference-Cited by-同舟云学术

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A symmetric implementation of pressure-based fluid–structure interaction for nonlinear dynamic analysis of arch dams

Published:2017-02 Issue: Volume:69 Page:34-55
ISSN:0889-9746
Container-title:Journal of Fluids and Structures
language:en
Short-container-title:Journal of Fluids and Structures

Author:

Omidi Omid,Lotfi Vahid

Publisher

Elsevier BV

Subject

Mechanical Engineering

Reference59 articles.

1. An effective procedure for seismic analysis of arch dams including dam-reservoir-foundation interaction effects;Aftabi-Sani;J. Earthq. Eng.,2011

2. A discrete crack joint model for nonlinear dynamic analysis of concrete arch dam;Ahmadi;Comput. Struct.,2001

3. Elasto-plastic earthquake response of arch dams including fluid-structure interaction by the lagrangian approach;Akkose;Appl. Math. Model.,2008

4. Seismic performance evaluation of a jointed arch dam;Alembagheri;Struct. Infrastruct. Eng.,2016

5. Fluid–structure interaction of brezina arch dam: 3D modal analysis;Amina;Eng. Struct.,2015

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1. Symmetrical fully coupled numerical model for efficient dam–reservoir interaction analysis in time domain;ISH Journal of Hydraulic Engineering;2024-07-11

2. Comprehensive Reliability Analysis of Seismic Stability for Concrete Gravity Dams: A Case Study of Pine Flat Dam;Transportation Infrastructure Geotechnology;2024-01-12

3. Seismic Assessment of Concrete Dams, Considering Anisotropy Caused by Lift Joints;International Journal of Engineering;2024

4. A Simplified Continuum Damage Model for Nonlinear Seismic Analysis of Concrete Arch Dams Using Different Damping Algorithms;CIV ENG INFRASTRUCT;2023

5. Seismic analysis of post-tensioned concrete gravity dams using scaled boundary finite elements implemented as ABAQUS UEL;Soil Dynamics and Earthquake Engineering;2023-01

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