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    High‐Strength RC Connections Subjected to Inelastic Cyclic Loading 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): Fadel Alameddine; Mohammad R. Ehsani
    Publisher: American Society of Civil Engineers
    Abstract: The experimental results from reversed cyclic loading tests on 12 corner‐reinforced concrete beam‐column subassemblies are presented. The primary variables were the concrete compressive strength, ranging between 8.1 and ...
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    Seismic Retrofit of State Street Bridge on Interstate 80 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 004
    Author(s): Chris P. Pantelides; Fadel Alameddine; Tom Sardo; Roy Imbsen
    Publisher: American Society of Civil Engineers
    Abstract: The State Street Bridge, in Salt Lake City, was designed and built in 1965 according to the 1961 AASHO specifications; the design did not include earthquake-induced forces or displacements since only wind loads were ...
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    Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 008:;page 04022064
    Author(s): Zhijian Qiu; Jinchi Lu; Ahmed Ebeido; Ahmed Elgamal; Chia-Ming Uang; Fadel Alameddine; Geoffrey Martin
    Publisher: ASCE
    Abstract: Considerable bridge-ground interaction effects are involved when evaluating the consequences of liquefaction-induced deformations. Due to seismic excitation, liquefied soil layers may result in substantial accumulated ...
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