Effect of the vertical earthquake component on nonlinear behavior of an arch dam having a foundation with discontinuities
In this study, the effects of the vertical component of ground motion on both the safety factor of wedge and response of dam having a foundation with joints are investigated. The Bakhtiari arch dam, with 6 wedges at each of its abutments, is chosen as a case study. The safety factor of dam abutments...
Saved in:
| Main Authors: | H. Mostafaei, F. Behnamfar |
|---|---|
| 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_160491_c937b023eb2dd05f101cee29a45f39a6.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical assessment of the influences of uplift pressure in joints on the seismic response of an arch dam having a jointed foundation
by: Hasan Mostafaei, et al.
Published: (2022-12-01) -
Nonlinear seismic response of arch dams considering joint opening effects and boundary conditions of discontinuous foundation
by: A. Ferdousi
Published: (2021-03-01) -
Behavior of Reinforced Concrete Frames on Flexible Foundations Subjected to Both Horizontal and Vertical Ground Motions
by: Yahiaoui Djarir, et al.
Published: (2022-05-01) -
PRE- FOUNDATION STUDIES USING VERTICAL ELECTRICAL SOUNDING AND SOIL SAMPLE ANALYSIS
by: Kazeem Oladimeji Olomo
Published: (2023-01-01) -
Investigating Concrete Arch Dam Behavior Under underwater explosion (Case Study:Karun4 Dam)
by: Reza Tarinejad, et al.
Published: (2024-03-01)