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    Empirical Bayes Approach for Developing Hierarchical Probabilistic Predictive Models and Its Application to the Seismic Reliability Analysis of FRP-Retrofitted RC Bridges 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 002
    Author(s): Armin Tabandeh; Paolo Gardoni
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a general formulation to develop hierarchical probabilistic predictive models for clustered data. The common clustering factor, shared among the data within a group, causes statistical dependence that ...
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    Reliability Estimation for Networks of Reinforced Concrete Bridges 

    Source: Journal of Infrastructure Systems:;2009:;Volume ( 015 ):;issue: 002
    Author(s): Seth Guikema; Paolo Gardoni
    Publisher: American Society of Civil Engineers
    Abstract: Transportation networks are critical lifelines and their functionality after an earthquake is of primary importance for life safety and economic recovery of a community, yet they can be severely damaged during earthquakes. ...
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    Capabilities-Based Approach to Measuring the Societal Impacts of Natural and Man-Made Hazards in Risk Analysis 

    Source: Natural Hazards Review:;2009:;Volume ( 010 ):;issue: 002
    Author(s): Paolo Gardoni; Colleen Murphy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a
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    Modeling Structural Degradation of RC Bridge Columns Subjected to Earthquakes and Their Fragility Estimates 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Ramesh Kumar; Paolo Gardoni
    Publisher: American Society of Civil Engineers
    Abstract: Current seismic design of bridges is based on “one-time” performance of the bridges during the design seismic event. However, there might be a considerable probability of observing more than one damaging earthquakes in a ...
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    Probabilistic Models and Fragility Estimates for Unreinforced Masonry Walls Subject to In-Plane Horizontal Forces 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 04021074-1
    Author(s): Leandro Iannacone; Marco Andreini; Paolo Gardoni; Mauro Sassu
    Publisher: ASCE
    Abstract: Unreinforced masonry (URM) buildings make up a significant portion of the built environment, with hollow clay being the predominant choice for the units. The capacity of URM buildings is a function of the capacity of its ...
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    Protocol for the Validation of Models for Regional Risk Analysis 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 004:;page 04024069-1
    Author(s): Yun-Chi Yu; Neetesh Sharma; Paolo Gardoni
    Publisher: American Society of Civil Engineers
    Abstract: Regional risk analysis provides information for decisions made by communities, state and federal agencies, and the insurance industry. The analyses involve comprehensive prediction models, including nested models in complex ...
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    Seismic Reliability Analysis of Deteriorating Representative U.S. West Coast Bridge Transportation Networks 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Nolan Kurtz; Junho Song; Paolo Gardoni
    Publisher: American Society of Civil Engineers
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    Probabilistic Fire Analysis: Material Models and Evaluation of Steel Structural Members 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Negar Elhami Khorasani; Paolo Gardoni; Maria Garlock
    Publisher: American Society of Civil Engineers
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    Bayesian Statistical Framework to Construct Probabilistic Models for the Elastic Modulus of Concrete 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
    Author(s): Paolo Gardoni; Kamran M. Nemati; Takafumi Noguchi
    Publisher: American Society of Civil Engineers
    Abstract: The commonly used Pauw’s formula to predict elastic modulus of concrete is very general and does not address the complexity of modern concretes, such as high-strength concrete, use of different types of aggregates and ...
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    Adaptive Reliability Analysis of Reinforced Concrete Bridges Subject to Seismic Loading Using Nondestructive Testing 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 004
    Author(s): Qindan Huang; Paolo Gardoni; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: Seismic fragility reflects the reliability of a structure to withstand future seismic demands. It is defined as the conditional probability that a structural demand attains or exceeds a specified capacity level for given ...
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