Seismic response of concrete arch dams due to different non-uniform ground motion models
This paper investigates the effects of spatially variable (non-uniform) seismic excitation incorporating incoherency effect on earthquake-induced stresses of arch dams. Coherency functions reflect the waveform variation between two different stations, which decays with an increment of distance and f...
Saved in:
| Main Authors: | M. Dehghani, H. Mirzabozorg, S. M. Aghajanzadeh |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2019-12-01
|
| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_160490_ac46125df3cefa2e5130995c568a06ec.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The Optimum design of arch dam shape using Particle Swarm optimization algorithm
by: seyed reza mousvi, et al.
Published: (2025-03-01) -
Effect of foundation stiffness on the fragility curves of a concrete gravity dam under far-field ground motions
by: Mojtaba Khoshnafas Anari, et al.
Published: (2024-12-01) -
Investigating Concrete Arch Dam Behavior Under underwater explosion (Case Study:Karun4 Dam)
by: Reza Tarinejad, et al.
Published: (2024-03-01) -
Ground Motion Response Analysis of High Arch Dam Considering Traveling Wave Effect
by: LI Jing, et al.
Published: (2025-07-01) -
Ground Motion Response Analysis of High Arch Dam Considering Traveling Wave Effect
by: LI Jing, et al.
Published: (2025-01-01)