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    Optimal Force-Based Beam-Column Element Size for Reinforced-Concrete Piles in Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Zhongying He; Weian Liu; Xiaowei Wang; Aijun Ye
    Publisher: American Society of Civil Engineers
    Abstract: The nonobjective disadvantages of the force-based frame element, such as the nonobjective curvature prediction, have been discussed by many researchers. The trial-and-error method is commonly used to determine element size, ...
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    Seismic Behavior of Frame-Wall-Rocking Foundation Systems. I: Test Program and Slow Cyclic Results 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Weian Liu; Tara C. Hutchinson; Andreas G. Gavras; Bruce L. Kutter; Manouchehr Hakhamaneshi
    Publisher: American Society of Civil Engineers
    Abstract: The mechanism of foundation rocking has received much attention recently due to its appealing seismic resistant features, namely, self-centering tendency and energy dissipation capability. It is well recognized, however, ...
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    Seismic Behavior of Frame-Wall-Rocking Foundation Systems. II: Dynamic Test Phase 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Weian Liu; Tara C. Hutchinson; Andreas G. Gavras; Bruce L. Kutter; Manouchehr Hakhamaneshi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the earthquake response of three low-rise frame-wall-foundation centrifuge building models, including a structural hinging-dominated, foundation rocking-dominated, and balanced design model. The models ...
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