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    Enhanced Prediction and Uncertainty Analysis for In-Plane and Out-of-Plane Resistance of Unreinforced Masonry Walls: A Multifidelity Approach 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 004:;page 04024053-1
    Author(s): Bowen Zeng; Carlos Cruz-Noguez; Yong Li
    Publisher: American Society of Civil Engineers
    Abstract: Unreinforced masonry (URM) walls are commonly found in historic and legacy buildings around the world. The structural resistance of URM walls under in-plane (IP) and out-of-plane (OOP) loads is of primary concern to ...
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    Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 006:;page 04024030-1
    Author(s): Jiadaren Liu; Zhaohan Wu; Liying Huang; Carlos Cruz-Noguez; Yong Li; John Alexander; Douglas Tomlinson
    Publisher: ASCE
    Abstract: The residual flexural behavior of semilightweight prestressed concrete voided slab girders taken from a decommissioned 28-year-old bridge near Barrhead, Alberta, Canada was investigated. The residual flexural behaviors ...
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    Experimental Testing of Tall Slender Masonry Walls with Different Rotational Base Stiffnesses 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 003:;page 04024010-1
    Author(s): Alan Alonso; Rafael Gonzalez; Mahmoud Elsayed; Bennett Banting; Monica Guzman; Clayton Pettit; Yong Li; Douglas Tomlinson; Carlos Cruz-Noguez
    Publisher: ASCE
    Abstract: Loadbearing, concrete masonry walls are an effective structural system to resist combined out-of-plane and gravity loads. A large portion of the market for these walls is composed of single-story warehouse and industry ...
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