Numerical Analysis Calculations of Ductile Concrete Gravity Dams Under Seismic Action DOI Creative Commons
Wei Fang, Jingjing He, Yu Yang

et al.

Lecture notes in civil engineering, Journal Year: 2024, Volume and Issue: unknown, P. 25 - 31

Published: Oct. 15, 2024

Abstract Finite element analysis was conducted on the stress, vertical displacement, and horizontal displacement of ordinary concrete ductile gravity dams under different working conditions. The results show that: with decrease height dam, stresses two gradually increase, displacements a decreasing trend during operation period. Under effect earthquakes, maximum stress kinds appears at weak point dam body. normal water level falling reach 9.91 MPa 9.85 respectively. types seismic conditions is approximately 4 times that conditions, are always smaller than concrete.

Language: Английский

Advances in the structural performance of reinforced concrete flat plate-column connections under gravity and seismic loads DOI

Abathar M. Al-Yaseri,

Laith Kh. Al-Hadithy

Journal of Building Pathology and Rehabilitation, Journal Year: 2025, Volume and Issue: 10(1)

Published: Jan. 26, 2025

Language: Английский

Citations

1
Seismic response of geostructures to obliquely incident pulse-type near-fault P and SV waves DOI
Hamid Mohammadnezhad,

Shayan Zare Bidaki,

Mohammad Amin Hariri‐Ardebili

et al.

Engineering Structures, Journal Year: 2025, Volume and Issue: 330, P. 119917 - 119917

Published: Feb. 19, 2025

Language: Английский

Citations

1
Reliable Structural Stability and Damage Control of Concrete Gravity Dams During Earthquakes DOI Creative Commons
Nazim Abdul Nariman, Ayad Ramadan, Rawshan Ali

et al.

Journal of studies in civil engineering., Journal Year: 2025, Volume and Issue: unknown, P. 3 - 3

Published: March 20, 2025

In this work, meta models considering the non-linearity of problem are dedicated to determining displacements crest and foundation Koyna dam model. ABAQUS 6.14 program is used create numerical simulations by employing extended finite element method XFEM with presence earthquake time history data for 10 seconds. Five factors related foundation's material properties reservoir depth involved in an optimization study. The Pareto adopted support MATLAB codes calculate optimized values participating factors. A multi-objective function authorized two being predict minimum during seismic action addition crack damage propagation. results declared that 100% efficient estimating response structural system dam. five were determined. displacement was 1.372 m 0.319 m, which approved optimality compared model outputs generated models. Consequently, dam's stability control accomplished high reliability verifying benchmark.

Language: Английский

Citations

1
Comparative analysis of stochastic variables for seismic vulnerability assessment of concrete gravity dams DOI
Thulfiqar S. Hussein, Thulfikar Razzak Al-Husseini, Mohammed A. Mousa

et al.

Multiscale and Multidisciplinary Modeling Experiments and Design, Journal Year: 2025, Volume and Issue: 8(5)

Published: March 28, 2025

Language: Английский

Citations

0
Comprehensive Review on Sustainable Dam Infrastructure: Issues and Challenges, Factors Causing Dam Failure and Future Direction in a Globally Changing Climate DOI
Nur Azwa Muhamad Bashar, Mohd Remy Rozainy Mohd Arif Zainol, Mohd Sharizal Abdul Aziz

et al.

Pertanika journal of science & technology, Journal Year: 2025, Volume and Issue: 33(3)

Published: April 4, 2025

A dam is a hydraulic structure built to achieve the Sustainable Development Goals (SDGs) and provide safe reliable water supply in world where climate change severe. This article provides comprehensive review of sustainability aspects dams terms current issues challenges safety factors causing failure based on selected case studies. In addition, guidelines are compared addressed with studied issues, leading failure, as these two elements represent an integrated relationship. Future directions identified highlight high-risk scenarios fascinating research areas for sustainability. The mainly related impacts operations. study offers wealth benefits, such identification (hydrological impacts, geotechnical condition, geological characteristics ageing structure), improvements decision-making (shortened time scale) important fundamental (fluid-structure interactions) modification emergency plans development early warning systems. could solid reference accurate formulation amendment design standards, selection construction methods previous failures, appropriate measures (monitoring response). nutshell, evaluation crucial dams, engineering decisions regular maintenance protection against failures.

Language: Английский

Citations

0
Impact of concrete degradation and heterogeneity on fragility assessment of concrete gravity dams DOI

Bikram Kesharee Patra,

Ashutosh Bagchi

Structure and Infrastructure Engineering, Journal Year: 2025, Volume and Issue: unknown, P. 1 - 16

Published: May 7, 2025

Language: Английский

Citations

0
Seismic Response Assessment of Concrete Gravity Dam with Dam-Foundation-Reservoir Interaction by Adopting Finite Element Technique DOI
Abhishek Sharma,

Sahil Thakur,

K. Nallasivam

et al.

Journal of Vibration Engineering & Technologies, Journal Year: 2025, Volume and Issue: 13(5)

Published: May 27, 2025

Language: Английский

Citations

0
Systematic quantification of modeling uncertainties in tank–foundation coupled systems DOI Creative Commons
Mohammad Amin Hariri‐Ardebili,

Majed Noorbakhsh-Saleh,

Siamak Sattar

et al.

Engineering Structures, Journal Year: 2024, Volume and Issue: 306, P. 117876 - 117876

Published: March 19, 2024

Language: Английский

Citations

1
Advancement of Finite Element Method Solver Used in Dam Safety Monitoring System by Interpolation of Pore Pressure and Temperature Values DOI Creative Commons
Snežana Vulović, Marko Topalović, Miroslav Živković

et al.

Applied Sciences, Journal Year: 2024, Volume and Issue: 14(21), P. 9680 - 9680

Published: Oct. 23, 2024

In this paper, we focused on the advancement of Dam Monitoring Software that incorporates Finite Element Method (FEM), as these large infrastructure constructions are crucial for ensuring a dependable water supply, irrigation, flood control, renewable electric energy generation, and safe operation, which is utmost importance to any country. However, material properties geotechnical environments dams can change (deteriorate) over time, while standards legal norms govern them become more rigorous, so in order accurately assess state dam detect concerning behavior, software must be updated well. The custom-developed FEM solver, unlike many commercial alternatives, adaptable reconfigured function within System. present procedure interpolating numerical values at measurement points, when position point does not align with node element, allowing additional instrument locations added monitored system without need remeshing model. This used compare actual pore pressures temperature concrete structure prediction model, agreement much greater new interpolation algorithm comparison nearest nodal values, average relative difference pressure reduced from 8.89% 8.10%, justifying implementation.

Language: Английский

Citations

1
Numerical Analysis Calculations of Ductile Concrete Gravity Dams Under Seismic Action DOI Creative Commons
Wei Fang, Jingjing He, Yu Yang

et al.

Lecture notes in civil engineering, Journal Year: 2024, Volume and Issue: unknown, P. 25 - 31

Published: Oct. 15, 2024

Abstract Finite element analysis was conducted on the stress, vertical displacement, and horizontal displacement of ordinary concrete ductile gravity dams under different working conditions. The results show that: with decrease height dam, stresses two gradually increase, displacements a decreasing trend during operation period. Under effect earthquakes, maximum stress kinds appears at weak point dam body. normal water level falling reach 9.91 MPa 9.85 respectively. types seismic conditions is approximately 4 times that conditions, are always smaller than concrete.

Language: Английский

Citations

0