Application of direct computing of one-way coupling technique in seismic analysis of concrete gravity dam
A dam-reservoir system subjected to an earthquake is a nonlinear system, because the fluid equations are always nonlinear regardless of the linear or nonlinear model used for the dam body. Therefore, transient analysis is necessary. In this study, dam-reservoir interaction during earthquake excitati...
Main Authors: | Quoc Cong Trinh, Liao-jun Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2010-03-01
|
Series: | Water Science and Engineering |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1674237015301022 |
Similar Items
-
Seismic Performance Evaluation of Concrete Gravity Dams with Penetrated Cracks Considering Fluid–Structure Interaction
by: A. Behshad, et al.
Published: (2018-02-01) -
Numerical analysis and shape optimisation of concrete gravity dams
by: Abuladze, Vissarion
Published: (1996) -
Effects of Increasing the Base on Concrete Dam Stability
by: Thamir Mohammed Ahmed
Published: (2016-12-01) -
Modelling and Characterizing a Concrete Gravity Dam for Fragility Analysis
by: Rocio L. Segura, et al.
Published: (2019-10-01) -
Dams are coming down, but not always by choice: the geography of Texas dams, dam failures, and dam removals
by: Erin D. Dascher, et al.
Published: (2020-09-01)