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    Seismic Retrofit of Bridge Steel Truss Piers Using a Controlled Rocking Approach 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005
    Author(s): Michael Pollino; Michel Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates a seismic retrofit technique that allows bridge steel truss piers to uplift and rock on their foundation. Displacement-based passive energy dissipation devices (buckling-restrained braces, or BRBs) ...
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    Bidirectional Seismic Behavior of Controlled Rocking Four-Legged Bridge Steel Truss Piers 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Michael Pollino; Michel Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: The behavior and design of four-legged controlled rocking bridge steel truss piers to three components of seismic excitation are presented in this paper. The controlled rocking approach for seismic protection allows a pier ...
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    Seismic Testing of a Bridge Steel Truss Pier Designed for Controlled Rocking 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Michael Pollino; Michel Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: Shake table testing of a 1/5 scale model of a slender bridge steel truss pier that uses a controlled rocking approach as a means of seismic protection was conducted. The controlled rocking approach allows the pier to uplift ...
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    Transforming Seismic Performance of Deficient Steel Concentrically Braced Frames through Implementation of Rocking Cores 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author(s): Bing Qu; Francisco Sanchez-Zamora; Michael Pollino
    Publisher: American Society of Civil Engineers
    Abstract: The use of steel concentrically braced frames (CBFs) has substantially increased recently. However, investigations and observations from past earthquakes suggest that some existing CBFs, particularly the older ones that ...
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    Seismic Rehabilitation of Concentrically Braced Frames Using Stiff Rocking Cores 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Michael Pollino; Derek Slovenec; Bing Qu; Gilberto Mosqueda
    Publisher: American Society of Civil Engineers
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    Hybrid Testing of the Stiff Rocking Core Seismic Rehabilitation Technique 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Derek Slovenec; Alireza Sarebanha; Michael Pollino; Gilberto Mosqueda; Bing Qu
    Publisher: American Society of Civil Engineers
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    Braced Ductile Shear Panel: New Seismic-Resistant Framing System 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Davide Giannuzzi; Roberto Ballarini; Arthur Huckelbridge Jr.; Michael Pollino; Marco Valente
    Publisher: American Society of Civil Engineers
    Abstract: The conceptual design of an innovative seismic-resistant steel framing system capable of providing stiffness and ductility to new or existing structures is presented. The bracing system consists of concentric X-braces ...
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