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    Membrane-Based Forms for Innovative FRP Bridge Systems through Structural Optimization 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 005
    Author(s): Rigoberto Burgueño; Jun Wu
    Publisher: American Society of Civil Engineers
    Abstract: The use of fiber-reinforced polymer (FRP) composites for new construction is still limited primarily due to high costs and designs based on shapes best suitable to conventional materials. The layered and fiber dominated ...
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    Using Soft Computing to Analyze Inspection Results for Bridge Evaluation and Management 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 004
    Author(s): Zhe Li; Rigoberto Burgueño
    Publisher: American Society of Civil Engineers
    Abstract: The national bridge inventory (NBI) system, a database of visual inspection records that tallies the condition of bridge elements, is used by transportation agencies to manage the rehabilitation of the aging U.S. highway ...
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    Shear Response of Concrete-Filled FRP Composite Cylindrical Shells 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Rigoberto Burgueño; Kedar M. Bhide
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical procedure for predicting the shear load-deformation response of concrete filled fiber-reinforced polymer (FRP) composite cylindrical shells with full- and noncomposite behavior. The approach ...
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    P-δ Effects on the Plastic Region of RC Bridge Columns: Closed-Form Solution 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Ata Babazadeh; Rigoberto Burgueño; Pedro F. Silva
    Publisher: American Society of Civil Engineers
    Abstract: A closed-form solution to the effect of member deformations (δ) on the inelastic response of RC bridge columns is presented. The formulation is based on an equivalent elastic structure with a constant flexural stiffness ...
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    Model for the Plastic Region in Slender RC Columns with Nonlinear Moment and Stiffness Profiles 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Ata Babazadeh; Rigoberto Burgueño; Pedro F. Silva
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a nonlinear inelastic solution for the length of the critical plastic region in the case of nonlinear moment profiles along RC bridge columns. A new analytical expression for the length of the plastic ...
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    Flexural Behavior of Circular Concrete Filled FRP Shells 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): Andrew Davol; Rigoberto Burgueño; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: A new structural system has been developed that combines a fiber-reinforced polymer (FRP) shell with a concrete core for use as bending members in civil structural applications. The external fiber-reinforced shell in this ...
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    Use of 3D Finite-Element Models for Predicting Intermediate Damage Limit States in RC Bridge Columns 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 010
    Author(s): Ata Babazadeh; Rigoberto Burgueño; Pedro F. Silva
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, three-dimensional (3D) continuum-based finite-element (FE) simulations are implemented for estimating intermediate damage limit states in flexure-dominated ductile reinforced concrete (RC) bridge columns. ...
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    Stability Index Evaluation of Slender RC Bridge Columns under Seismic and Gravity Loads 

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:005
    Author(s): Pedro F. Silva;Parsa Heydarpour;Rigoberto Burgueño
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluates the stability index of slender RC bridge columns under seismic and gravity loads. Results from this research indicate that current stability indexes used in neglecting P-Δ effects have an associated ...
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    Stability Index Evaluation of Slender RC Bridge Columns under Seismic and Gravity Loads 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 005
    Author(s): Pedro F. Silva; Parsa Heydarpour; Rigoberto Burgueño
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluates the stability index of slender RC bridge columns under seismic and gravity loads. Results from this research indicate that current stability indexes used in neglecting P-Δ effects have an associated ...
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    Framework for Estimating Bridge-Deck Chloride-Induced Degradation from Local Modeling to Global Asset Assessment 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 009
    Author(s): Nan Hu; Rigoberto Burgueño; Syed W. Haider; Yi Sun
    Publisher: American Society of Civil Engineers
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