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    General Behavior of WF Steel Shear Link Beams 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Kazuhiko Kasai; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of different length wide flange (WF) links in eccentrically braced steel frames with or without axial force application, were experimentally investigated using a subassemblage system simulating the frame action. ...
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    Cyclic Web Buckling Control for Shear Link Beams 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Kazuhiko Kasai; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: Shear links employed in Eccentrically Braced Frames (EBFs) must be appropriately stiffened in order to prevent premature web buckling and retain energy dissipation capability for subsequent cyclic loading. Criteria for web ...
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    Seismic Energy Dissipators for RC Panels: Analytical Studies 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 008
    Author(s): Mehrdad Sasani; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model for the response of a reinforced concrete panel with friction energy dissipators is implemented for different input displacements. For this purpose, a hysteresis element based on an extension of the ...
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    distortional Hardening Rules for Metal Plasticity 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Miguel Ortiz; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: A brief overview of the available experimental data regarding distortional hardening of metals is first presented. This material is subsequently used to motivate the need for accurate distortional hardening rules in ...
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    Shear Links in Eccentrically Braced Frames 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): James O. Malley; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: Eccentrically braced steel framing in seismic applications can provide high elastic stiffness and large inelastic energy dissipation capacity. The performance of this framing system depends to a great extent on the behavior ...
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    Seismic Panel Zone Design Effect on Elastic Story Drift in Steel Frames 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012
    Author(s): Keh‐Chyuan Tsai; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: A substantial change in seismic design requirements for column panel zones (PZs) in steel moment‐resisting frames (MRFs) for buildings was implemented recently in several codes for building construction. Previously, it was ...
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    Cyclic Behavior of End‐Plate Moment Connections 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): Keh‐Chyuan Tsai; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: Three tests on large‐size beam end‐plate moment connections to column flanges under severe cyclic loading are reported. Such connections are used in the erection of low‐rise Steel frames. Their use is advantageous where ...
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    Cyclic Behavior and Design of Link Beams 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author(s): Keith D. Hjelmstad; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental investigation of the inelastic behavior of short wide‐flange steel beams commonly used in eccentrically braced frames is presented. The test specimens were subjected to a severe cyclic loading ...
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    Plastic Shear Hinges in Steel Frames 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author(s): Daniel N. Manheim; Egor P. Popov
    Publisher: American Society of Civil Engineers
    Abstract: A mechanism for use in the limit analysis of steel frames where yielding arises in webs of members from couples of closely spaced forces is developed. This mechanism, called the shear hinge, is based upon the shearmoment ...
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    Closure to “<i>Steel Struts Under Severe Cyclic Loadings</i>” by Egor P. Popov and R. Gary Black (September, 1981) 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Egor P. Popov; R. Gary Black
    Publisher: American Society of Civil Engineers
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