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    Review of <i>Information-gap decision theory: Decisions under severe uncertainty</i> by Yakov Ben-Haim 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Chris P. Pantelides
    Publisher: American Society of Civil Engineers
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    Buckling of Elastic Columns Using Convex Model of Uncertain Springs 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Chris P. Pantelides
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is described for evaluating the buckling load of weightless prismatic columns with uncertain rotational spring elements. The uncertainty in the spring elements is expressed in terms of a nonprobabilistic convex ...
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    Resilient Posttensioned Bridge Bent with Buckling Restrained Brace 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 002:;page 04021107
    Author(s): Ijan Dangol; Chris P. Pantelides
    Publisher: ASCE
    Abstract: A new method for building seismically resilient bridges is investigated using Accelerated Bridge Construction (ABC) technologies. A hybrid two-column bridge bent with posttensioned precast concrete columns and a diagonal ...
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    Self-Centering Bridge Bent with Stretch Length Anchors as a Tension-Only Hysteretic Hybrid System 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021163-1
    Author(s): Dipendra Thapa; Chris P. Pantelides
    Publisher: ASCE
    Abstract: Accelerated bridge construction (ABC) incorporates innovative techniques to reduce construction time and traffic disruption. The objective of the research was to design, build, and test a seismically resilient bridge bent ...
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    Seismic Retrofit of Reinforced Concrete Moment Frame Using a BRB with U-Plate Connections 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022117
    Author(s): Jake D. Dunn; Chris P. Pantelides
    Publisher: ASCE
    Abstract: Since their first use in 1989, buckling-restrained braces (BRBs) have proven to be an efficient energy dissipation device. Two reduced scale quasi-static cyclic experiments were conducted for a reinforced concrete (RC) ...
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    Experiments and Numerical Analysis of a Seismically Resilient Bridge Bent with Stretch Length Anchors as Energy Dissipators 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 006:;page 04024034-1
    Author(s): Suman Neupane; Chris P. Pantelides
    Publisher: ASCE
    Abstract: The experimental performance and numerical analysis of a hybrid two-column bridge bent was examined to evaluate its ability to self-center and dissipate hysteretic energy during earthquakes. The experiment was conducted ...
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    Cyclic Tests and Analysis of Corroded Precast Concrete Column-to-Footing Connections Constructed with Accelerated Bridge Construction Methods 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 006:;page 04024028-1
    Author(s): Sayal Shrestha; Chris P. Pantelides
    Publisher: ASCE
    Abstract: The objective of this research is to evaluate numerically and experimentally the cyclic performance of corroded columns constructed with accelerated bridge construction (ABC) methods. Three column-to-footing specimens were ...
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    Seismic Performance of Self-Centering Post-Tensioned Concrete Columns Reinforced with Steel–GFRP Bars and GFRP Spirals 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 008:;page 04024055-1
    Author(s): Duc Q. Tran; Chris P. Pantelides
    Publisher: American Society of Civil Engineers
    Abstract: A novel concept of hybrid reinforcement in the form of glass fiber‒reinforced polymer (GFRP) longitudinal column bars combined with steel longitudinal column bars and high-strength post-tensioning all-threaded rods is ...
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    Design of Trusses Under Uncertain Loads Using Convex Models 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): Chris P. Pantelides; Sara Ganzerli
    Publisher: American Society of Civil Engineers
    Abstract: The optimal design of trusses subjected to loads considered to be uncertain in both magnitude and direction is investigated. A non-probabilistic ellipsoidal convex model is established for considering the uncertainties ...
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    Confinement Model of Concrete with Externally Bonded FRP Jackets or Posttensioned FRP Shells 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Chris P. Pantelides; Zihan Yan
    Publisher: American Society of Civil Engineers
    Abstract: A design-oriented confinement model for square and rectangular columns confined with bonded fiber-reinforced polymer (FRP) jackets, and shape-modified square and rectangular sections confined with posttensioned FRP shells ...
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