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 …

State-of-the-art review on seismic design of steel structures

CM Uang, M Bruneau - Journal of Structural Engineering, 2018 - ascelibrary.org
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 …

Rocking wall–frame structures with supplemental tendon systems

JJ Ajrab, G Pekcan, JB Mander - Journal of Structural Engineering, 2004 - ascelibrary.org
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 …

[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 …

Design concepts for damage-free seismic-resistant self-centering steel concentrically braced frames

D Roke, R Sause, JM Ricles… - Structures Congress 2009 …, 2009 - ascelibrary.org
Conventional concentrically-braced frame (CBF) systems have limited drift capacity before
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

TJ Mander, GW Rodgers, JG Chase… - Journal of structural …, 2009 - ascelibrary.org
Existing welded steel moment frames are designed to tolerate substantial yielding and
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 …

A experimental study of a cable-pulleys spring-damper energy dissipation system for buildings

F Hernandez, R Astroza, JF Beltran, X Zhang… - Journal of Building …, 2022 - Elsevier
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 …

Resettable smart dampers for multi‐level seismic hazard mitigation of steel moment frames

LR Barroso, JG Chase, S Hunt - Journal of Structural Control, 2003 - Wiley Online Library
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 …

Resilient slip friction joint performance: Component analysis, spring model and anti-locking mechanism

FM Darani, P Zarnani, S Veismoradi, SMM Yousef-beik… - Structures, 2021 - Elsevier
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 …