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Design strategies of viscous dampers for seismic protection of building structures: a review
D De Domenico, G Ricciardi, I Takewaki - Soil dynamics and earthquake …, 2019 - Elsevier
Fluid viscous dampers (FVDs) are well-established supplemental energy dissipation
devices that have been widely used for earthquake protection of structures. Optimal design …
devices that have been widely used for earthquake protection of structures. Optimal design …
State-of-the-art review on seismic design of steel structures
This state-of-the-art review provides an overview of the evolution of seismic design
requirements for main steel building seismic force–resisting systems, as driven by new …
requirements for main steel building seismic force–resisting systems, as driven by new …
Rocking wall–frame structures with supplemental tendon systems
This paper introduces the implementation of proposed rocking shear walls—as opposed to
conventional fixed-based walls—in frame structures following the principles of the damage …
conventional fixed-based walls—in frame structures following the principles of the damage …
[BOK][B] Damage-free seismic-resistant self-centering concentrically-braced frames
DA Roke - 2010 - search.proquest.com
A self-centering concentrically-braced frame (SC-CBF) system was developed to resist
earthquake loading without structural damage or residual drift. An SC-CBF is a …
earthquake loading without structural damage or residual drift. An SC-CBF is a …
Design concepts for damage-free seismic-resistant self-centering steel concentrically braced frames
Conventional concentrically-braced frame (CBF) systems have limited drift capacity before
brace buckling and related damage leads to deterioration in strength and stiffness. Under …
brace buckling and related damage leads to deterioration in strength and stiffness. Under …
Damage avoidance design steel beam-column moment connection using high-force-to-volume dissipators
Existing welded steel moment frames are designed to tolerate substantial yielding and
plastic rotation under earthquake loads. This sacrificial design approach can lead to …
plastic rotation under earthquake loads. This sacrificial design approach can lead to …
Experimental and numerical study on the seismic behavior of an external prestressed self-centering frame structure
W **a, L Lu, X Liu - Journal of Building Engineering, 2023 - Elsevier
A kind of external prestressed self-centering frame (EPSCF) structure is proposed, and the
numerical analytical modeling is given. In such a structure, the pure hinged beam-column …
numerical analytical modeling is given. In such a structure, the pure hinged beam-column …
A experimental study of a cable-pulleys spring-damper energy dissipation system for buildings
An energy dissipation mechanism made of a cable-pulleys system placed in series with a
spring-damper device (fluid viscous) is experimentally studied. The system aims to provide …
spring-damper device (fluid viscous) is experimentally studied. The system aims to provide …
Resettable smart dampers for multi‐level seismic hazard mitigation of steel moment frames
A main goal of supplemental control devices is to manage the energy dissipation in the
system. Resettable devices have emerged as a promising control device for application to …
system. Resettable devices have emerged as a promising control device for application to …
Resilient slip friction joint performance: Component analysis, spring model and anti-locking mechanism
In recent years, there has been more interest in utilisation of slip friction connectors among
researchers, due to their energy dissipation without any yielding of the components …
researchers, due to their energy dissipation without any yielding of the components …