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    Impact of UHPC Tensile Behavior on Steel Reinforced UHPC Flexural Behavior 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021244
    Author(s): Yi Shao; Sarah L. Billington
    Publisher: ASCE
    Abstract: Ultrahigh-performance concrete (UHPC) typically contains short steel fibers with a fiber volume of 2% or larger. This relatively high fiber volume leads to high UHPC tensile strength, typically larger than 8 MPa, and ...
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    Investigation of Infill Panels Made from Engineered Cementitious Composites for Seismic Strengthening and Retrofit 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Keith Kesner; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: An infill system for frame structures has been developed as a retrofit strategy for critical facilities. The system uses precast panels made with an engineered cementitious composite (ECC) material in lieu of a traditional ...
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    Influence of Hysteretic Behavior on Equivalent Period and Damping of Structural Systems 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Wing-Pin Kwan; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: Relations for the equivalent period
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    Unbonded Posttensioned Concrete Bridge Piers. I: Monotonic and Cyclic Analyses 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 002
    Author(s): Wing-Pin Kwan; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: The monotonic and cyclic behavior of a proposed unbonded, posttensioned concrete bridge pier system is studied using finite-element analyses. A procedure to evaluate seismic capacities based on results from the monotonic ...
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    Unbonded Posttensioned Concrete Bridge Piers. II: Seismic Analyses 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 002
    Author(s): Wing-Pin Kwan; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: The seismic response characteristics of a proposed unbonded posttensioned concrete bridge-pier system are evaluated. Time-history analyses are carried out on prototype designs of single-column piers and two-column bents ...
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    Impact of Reinforcement Ratio and Loading Type on the Deformation Capacity of High-Performance Fiber-Reinforced Cementitious Composites Reinforced with Mild Steel 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Matthew J. Bandelt; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: High-performance fiber-reinforced cement-based composites (HPFRCCs) reinforced with mild steel have been proposed for use in structural elements to enhance component strength and ductility, increase damage tolerance, and ...
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    Modeling Residual Displacements of Concrete Bridge Columns under Earthquake Loads Using Fiber Elements 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 003
    Author(s): Won K. Lee; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: Nonlinear dynamic analysis with fiber-element models is now widely used to assess the seismic response of bridge structures. The ability of such models to accurately simulate response parameters for characterizing the ...
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    Seismic Analysis of Reinforced Concrete Frame Buildings Using Interface Modeling 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Tong-Seok Han; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: For efficient seismic computational analysis of reinforced concrete frame structures, a concentrated nonlinearity approach using interface elements is proposed. In the proposed model, the nonlinear response of frame ...
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    Seismic Retrofit of Steel Moment-Resisting Frames with High-Performance Fiber-Reinforced Concrete Infill Panels: Large-Scale Hybrid Simulation Experiments 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 003
    Author(s): Dimitrios G. Lignos; Daniel M. Moreno; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: Recent earthquakes around the world have demonstrated that steel moment-frame buildings designed based on older seismic provisions are seismically deficient. To enhance the seismic performance of these buildings, a new ...
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    Gradual Crushing of Steel Reinforced HPFRCC Beams: Experiments and Simulations 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021114-1
    Author(s): Yi Shao; Chung-Chan Hung; Sarah L. Billington
    Publisher: ASCE
    Abstract: While the tensile performance of high-performance fiber-reinforced cementitious composites (HPFRCC) has been extensively studied, the crushing behavior is less understood. Notably, crushing is an important load-reduction ...
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