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    Inelastic Seismic Displacement Amplification for Bridges: Dependence upon Various Intensity Measures 

    Source: Practice Periodical on Structural Design and Construction:;2018:;Volume ( 023 ):;issue: 001
    Author(s): Tim Huff
    Publisher: American Society of Civil Engineers
    Abstract: Reasonably simple yet accurate estimation of inelastic displacement demands on bridges during strong ground shaking is a critical step in the structural design process. Current code methods rely on the equal displacement ...
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    Partial Isolation as a Design Alternative for Pile Bent Bridges in the New Madrid Seismic Zone 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Tim Huff
    Publisher: American Society of Civil Engineers
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    Seismic Displacement Estimates for Bridges in the New Madrid Seismic Zone 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Tim Huff
    Publisher: American Society of Civil Engineers
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    Estimating Residual Seismic Displacements for Bilinear Oscillators 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Tim Huff
    Publisher: American Society of Civil Engineers
    Abstract: An important consideration in the design of structures for seismic effects is residual displacement. However, few design specifications have residual displacement criteria. As performance-based design gains popularity, the ...
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    Structural Demand on Bridges Subjected to Bidirectional Ground Motions 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 001
    Author(s): Tim Huff
    Publisher: American Society of Civil Engineers
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    Issues in the Prediction of Inelastic Behavior in Bridges during Earthquakes 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 003
    Author(s): Tim Huff
    Publisher: American Society of Civil Engineers
    Abstract: With the continuing development of displacement-based and performance-based seismic design principles in the bridge engineering community comes the need to address issues that have historically been omitted from, or else ...
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    Inelastic Displacement Spectra for Bridges Using the Substitute-Structure Method 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Tim Huff; Shahram Pezeshk
    Publisher: American Society of Civil Engineers
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    Comparison of Nonlinear Static Procedures and Modeling Assumptions for the Seismic Design of Ordinary Bridges 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 002
    Author(s): Ali Hajihashemi; Shahram Pezeshk; Tim Huff
    Publisher: American Society of Civil Engineers
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    Structural Observations and Tornado Damage Mitigation Concepts: March 2020 Tennessee Tornadoes 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 002:;page 05021001-1
    Author(s): Craig Henderson; Tim Huff; Gary Bouton
    Publisher: ASCE
    Abstract: Early in the morning of March 3, 2020, a storm system producing multiple tornadoes passed through middle Tennessee. One of the tornadoes—touching down in Cookeville and Putnam County—was classified as an EF4 with winds of ...
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    Effects of Rayleigh-Damping Approach on the Elastic and Inelastic Seismic Performance of Fixed- and Flexible-Base Structural Systems 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 003:;page 04021021-1
    Author(s): Moatez M. Alhassan; Tim Huff; Daniel R. VandenBerge
    Publisher: ASCE
    Abstract: The commonly-used viscous damping approach, Rayleigh damping, has been shown to develop excessive damping forces in the nonlinear response history analysis (RHA) of fixed-base structural systems. These forces are referred ...
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