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    Simulation of Structural Concrete under Cyclic Load 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): W.-P. Kwan; S. L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: The selection and evaluation of finite-element modeling approaches for predicting cyclic behavior of structural concrete is presented. Nonlinear material models for structural concrete are evaluated through comparison of ...
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    Cyclic Response of Nonductile Reinforced Concrete Frames with Unreinforced Masonry Infills Retrofitted with Engineered Cementitious Composites 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): M. A. Kyriakides; S. L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: A new seismic retrofit technique for unreinforced masonry infills in nonductile reinforced concrete frames is presented. The objective was to develop a light and easy to apply retrofit technique for the infills that both ...
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    Improving Standard Bridges with Attention to Cast-in-Place Substructure 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 004
    Author(s): S. L. Billington; J. E. Breen
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on improving the efficiency and aesthetics of standard highway bridges with attention to cast-in-place substructure design. Standard short- and moderate-span bridges are predominantly functional and ...
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    Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 004
    Author(s): S. L. Billington; J. K. Yoon
    Publisher: American Society of Civil Engineers
    Abstract: A precast segmental concrete bridge pier system is being investigated for use in seismic regions. The proposed system uses unbonded posttensioning (UBPT) to join the precast segments and has the option of using a ductile ...
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    Simulation of Unreinforced Masonry Beams Retrofitted with Engineered Cementitious Composites in Flexure 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
    Author(s): M. A. Kyriakides; M. A. N. Hendriks; S. L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional non-linear finite-element analysis micro-modeling approach to simulate unreinforced masonry beams in bending is extended to include a retrofit with a thin layer of ductile fiber-reinforced cement-based ...
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    Alternate Substructure Systems for Standard Highway Bridges 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 002
    Author(s): S. L. Billington; R. W. Barnes; J. E. Breen
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on improving bridge substructures by developing attractive and rapidly constructed substructure systems for short- and moderate-span bridges. The importance of improved substructure design is discussed. ...
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