Various replaceable link details were developed for use in steel eccentrically braced frames (EBFs) during the past decade. These details include but are not limited to bolted flush end-plated links, bolted extended end-plated links, web connected replaceable links, and bolted flange- and web-spliced links. Another detail which is based on splicing the beam outside the link and braces was recently proposed by the authors. The performance of this detail when used with directly connected braces was studied through experimental testing and acceptable performance was demonstrated. In practice gusseted attachments are widely used for connecting the braces to the beams in EBF systems. In this paper, the proposed detail by the authors is extended ...
This paper highlights aspects of the development of self-stabilizing links having tubular cross-sect...
Extended end-plate moment connections are used in a number of applications including the beam-to-col...
This paper proposes a new type of variable-cross-section replaceable link that can isolate the plast...
Various replaceable link details were developed for use in steel eccentrically braced frames (EBFs) ...
This paper reports findings of an experimental study conducted on replaceable links for steel eccent...
Eccentrically braced frames (EBFs) can be used as a lateral load resisting system in seismic prone r...
Eccentrically braced frames (EBFs) can be repaired after a major earthquake by replacing the links. ...
Eccentrically braced frames (EBFs) can be re-used after a major seismic event by replacing the link ...
In current design of steel eccentrically braced frames (EBFs), the yielding link is coupled with the...
The primary component in eccentrically braced frames (EBF) is the link as its plastic strength contr...
The use of eccentrically braced frame (EBF) is increasing day by day as EBF possesses high elastic s...
Steel structures utilize lateral load resisting systems to provide sufficient strength, stiffness an...
The application of eccentrically braced frames (EBFs) as the lateral load resisting system of a stru...
This paper reviews the research conducted on steel eccentrically braced frames (EBFs). Both componen...
This thesis describes the results of an experimental project on the seismic performance of link-to-c...
This paper highlights aspects of the development of self-stabilizing links having tubular cross-sect...
Extended end-plate moment connections are used in a number of applications including the beam-to-col...
This paper proposes a new type of variable-cross-section replaceable link that can isolate the plast...
Various replaceable link details were developed for use in steel eccentrically braced frames (EBFs) ...
This paper reports findings of an experimental study conducted on replaceable links for steel eccent...
Eccentrically braced frames (EBFs) can be used as a lateral load resisting system in seismic prone r...
Eccentrically braced frames (EBFs) can be repaired after a major earthquake by replacing the links. ...
Eccentrically braced frames (EBFs) can be re-used after a major seismic event by replacing the link ...
In current design of steel eccentrically braced frames (EBFs), the yielding link is coupled with the...
The primary component in eccentrically braced frames (EBF) is the link as its plastic strength contr...
The use of eccentrically braced frame (EBF) is increasing day by day as EBF possesses high elastic s...
Steel structures utilize lateral load resisting systems to provide sufficient strength, stiffness an...
The application of eccentrically braced frames (EBFs) as the lateral load resisting system of a stru...
This paper reviews the research conducted on steel eccentrically braced frames (EBFs). Both componen...
This thesis describes the results of an experimental project on the seismic performance of link-to-c...
This paper highlights aspects of the development of self-stabilizing links having tubular cross-sect...
Extended end-plate moment connections are used in a number of applications including the beam-to-col...
This paper proposes a new type of variable-cross-section replaceable link that can isolate the plast...