Seismic collapse safety based optimization of steel Moment-Resisting frames DOI
Saeed Gholizadeh, O. Hasançebi, Hasan Eser

et al.

Structures, Journal Year: 2022, Volume and Issue: 45, P. 329 - 342

Published: Sept. 16, 2022

Language: Английский

Expected seismic response and annual seismic loss of viscously damped braced steel frames DOI
Bryan Chalarca, André Filiatrault, Daniele Perrone

et al.

Engineering Structures, Journal Year: 2024, Volume and Issue: 303, P. 117569 - 117569

Published: Feb. 2, 2024

Language: Английский

Citations

2
Performance-Based Design Optimization of Structures: State-of-the-Art Review DOI
Aydin Hassanzadeh, Saber Moradi, Henry Burton

et al.

Journal of Structural Engineering, Journal Year: 2024, Volume and Issue: 150(8)

Published: June 10, 2024

Language: Английский

Citations

2
Seismic Performance Assessment of Steel Buildings Equipped with a New Semi-active Displacement-Dependent Viscous Damper DOI
Adnan Kıral, Reyes Garcia, Mihail Petkovski

et al.

Journal of Earthquake and Tsunami, Journal Year: 2024, Volume and Issue: 18(06)

Published: June 30, 2024

This paper investigates numerically the seismic behavior of multi-degree-of-freedom (MDOF) systems with novel 2–4 direction and displacement-dependent (2–4DDD) Displacement-Velocity- (2–4DVD) Semi-Active (SA) controls. study builds upon SA 2–4DDD control system, in which damper forces are controlled by inter-story drifts. For first time, this an MDOF system A 3-story steel frame is modeled OpenSees then subjected to real earthquake records. The considering three systems: (i) conventional passive nonlinear viscous dampers (NVDs), (ii) dampers, (iii) a new 2–4DVD damper. Parametric studies conducted determine optimal parameters designed frames. New design methodologies for controls also proposed. results discussed terms drift, base shear force, acceleration, dissipated energy required force. Results from Nonlinear Time History Analyses show that, compared traditional NVDs, drifts up 72% 32% lower, respectively. reduces damping acceleration 60% 87%, respectively, control. It shown that was not stable high-frequency Conversely, leads smoother force changes between quadrants case investigated paper. contributes toward development retrofitting systems.

Language: Английский

Citations

2
The Seismic Response Evaluation of an Existing Multi-span Reinforced Concrete Highway Bridge in the Presence of Linear and Nonlinear Viscous Dampers DOI Creative Commons
Adnan Kıral, Ali GÜRBÜZ, İlker Ustabaş

et al.

Arabian Journal for Science and Engineering, Journal Year: 2024, Volume and Issue: unknown

Published: July 2, 2024

Abstract It’s crucial to keep bridges safe and operational all the time. Before or after an earthquake, they may require immediate seismic retrofitting. In this situation, adopting both isolation systems viscous dampers could be used as a solution. Therefore, performance of RC bridge with linear nonlinear at pier tops abutments is investigated. The selected model Incesu Bridge in Artvin province north–eastern Turkiye. model, elastomer bearings (EBs) (VDs) are added piers (i.e., deck connection points). results revealed that maximum bending moment two significantly reduced compared case where pier’s fixed its deck. However, large level damper coefficient cause structural damage under strong design earthquake.

Language: Английский

Citations

2
Seismic collapse safety based optimization of steel Moment-Resisting frames DOI
Saeed Gholizadeh, O. Hasançebi, Hasan Eser

et al.

Structures, Journal Year: 2022, Volume and Issue: 45, P. 329 - 342

Published: Sept. 16, 2022

Language: Английский

Citations

11