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    Development of a Steel Brace with Intentional Eccentricity and Experimental Validation 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Konstantinos A. Skalomenos; Hiroyuki Inamasu; Hironari Shimada; Masayoshi Nakashima
    Publisher: American Society of Civil Engineers
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    Multiple-Damage State Retrofit of Steel MRFs with Composite Beams Using a Minimal-Disturbance Arm Damper 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Giuseppe A. Marzano; Konstantinos A. Skalomenos; Masahiro Kurata
    Publisher: ASCE
    Abstract: This study presents a design method for the seismic retrofit and rehabilitation of steel moment-resisting frames (MRFs) with composite steel–concrete beams using the minimal-disturbance arm damper (MDAD). The purpose is ...
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    Experimental Behavior of Concrete-Filled Steel Tube Columns Using Ultrahigh-Strength Steel 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Konstantinos A. Skalomenos; Kazuhiro Hayashi; Ryosuke Nishi; Hiroyuki Inamasu; Masayoshi Nakashima
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled steel tube (CFT) columns offer significant advantages over columns made of either steel or concrete alone, such as large energy dissipation and increased strength and stiffness. To further improve the seismic ...
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    Gusset Plate Connections for Naturally Buckling Braces 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Hiroyuki Inamasu; Konstantinos A. Skalomenos; Po-Chien Hsiao; Kazuhiro Hayashi; Masahiro Kurata; Masayoshi Nakashima
    Publisher: American Society of Civil Engineers
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