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    Formulation, Implementation, and Validation of a 3D Damage-Plasticity Cohesive-Interface Model with Multiple Yield Surfaces for Cyclic Modeling of Mortar Joints 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024054-1
    Author(s): Bowen Zeng; Yong Li
    Publisher: ASCE
    Abstract: The mechanical behavior of mortar joints can be described by means of the cohesive interface element in the mesoscale modeling of masonry structures. In this paper, a novel three-dimensional (3D) constitutive model for the ...
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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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    Probabilistic Behavior and Variance-Based Sensitivity Analysis of Reinforced Concrete Masonry Walls Considering Slenderness Effect 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 004:;page 04022051
    Author(s): Ziead Metwally; Bowen Zeng; Yong Li
    Publisher: ASCE
    Abstract: Inherent uncertainties associated with masonry structures result in large scatter in experimentally or analytically predicted behavior. Rigorous investigation of uncertainties in the structural behavior of masonry structures ...
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