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    Fatigue Life of Wind Turbine Tower Bases throughout Colorado 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 004
    Author(s): Trung Q. Do; Hussam Mahmoud; John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: Throughout the U.S., there has been a dramatic increase in the installation of wind turbines, which and are now producing a notable portion of renewable energy. The tower base experiences large stress reversals as a result ...
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    Fatigue Life Fragilities and Performance-Based Design of Wind Turbine Tower Base Connections 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): Trung Q. Do; John W. van de Lindt; Hussam Mahmoud
    Publisher: American Society of Civil Engineers
    Abstract: Wind turbines are typically designed for a target service life of 20 years because of fatigue-related failures of the moving components such as the rotors and blades. Designing the tower to have the same lifetime as other ...
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    Combined Wind-Wave-Surge Hurricane-Induced Damage Prediction for Buildings 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Hassan Masoomi; John W. van de Lindt; Mohammad R. Ameri; Trung Q. Do; Bret M. Webb
    Publisher: American Society of Civil Engineers
    Abstract: Coastal structures are subjected to multihazard events such as hurricanes which consist of hurricane-induced surge and waves as well as winds. Hurricanes are a common natural hazard in the United States and cause considerable ...
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    Methodology for Regional Multihazard Hurricane Damage and Risk Assessment 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021185-1
    Author(s): Omar M. Nofal; John W. van de Lindt; Trung Q. Do; Guirong Yan; Sara Hamideh; Daniel T. Cox; J. Casey Dietrich
    Publisher: ASCE
    Abstract: Hurricanes are devastating natural hazards that often cause damage to the built environment as a result of their loadings, which include storm surge, waves, and wind, often in combination. Modeling these hazards individually ...
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    Hurricane Surge-Wave Building Fragility Methodology for Use in Damage, Loss, and Resilience Analysis 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Trung Q. Do; John W. van de Lindt; Daniel T. Cox
    Publisher: ASCE
    Abstract: Physics-based fragilities for damage, loss, and resilience analysis are needed to model a community to earthquakes, hurricane winds, tornados, or floods. Currently, most building flood fragilities such as those available ...
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    Measurement Approach to Develop Flood-Based Damage Fragilities for Residential Buildings Following Repeat Inundation Events 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 002:;page 04022019
    Author(s): P. Shane Crawford; Judith Mitrani-Reiser; Elaina J. Sutley; Trung Q. Do; Tori Tomiczek; Omar M. Nofal; Jonathan M. Weigand; Maria Watson; John W. van de Lindt; Andrew J. Graettinger
    Publisher: ASCE
    Abstract: Floods account for the highest annual average losses from natural hazards across the United States, and the occurrence of repeat flood inundation events in United States communities is increasing. Distinguishing damages ...
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