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    Experimental Studies and Design of Steel Tee Shear Connections 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): Abolhassan Astaneh; Marwan N. Nader
    Publisher: American Society of Civil Engineers
    Abstract: A tee‐framing shear connection consists of a steel tee section connected to a beam web and to a supporting member such as a column. The main role of the tee‐framing shear connections is to transfer end shear reaction of ...
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    Cyclic Behavior of Double Angle Connections 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Abolhassan Astaneh; Marwan N. Nader; Lincoln Malik
    Publisher: American Society of Civil Engineers
    Abstract: An investigation was conducted to study behavior of steel double angle framing connections under severe cyclic loading of earthquakes. The studies consisted of subjecting six connection assemblages to an increasing level ...
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    Shaking Table Tests of Rigid, Semirigid, and Flexible Steel Frames 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Marwan N. Nader; Abolhassan Astaneh-Asl
    Publisher: American Society of Civil Engineers
    Abstract: A one-story, one-bay steel structure was constructed such that the beam-column connections could be changed from flexible to semirigid to rigid. Using a shaking table, structures with these three types of connections were ...
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