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    A Developed Constitutive Model for Sand and Clay under Monotonic and Cyclic Loadings 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 008:;page 04023133-1
    Author(s): Heisam Heidarzadeh; Mohammad Oliaei; Ali Komakpanah
    Publisher: ASCE
    Abstract: In this paper, a constitutive model is presented to model the behavior of various soils (sand and clay) in different loading conditions and the minimum required parameters are obtained. Although some practical features ...
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    Improving the Seismic Performance of Structures Based on Minimizing the Total Damage Index and the Uniform Distribution of Damage at the Height of Structures 

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 001:;page 04024102-1
    Author(s): Reza Kamgar; Mahshid Salimian; Heisam Heidarzadeh; Rasoul Alipour
    Publisher: American Society of Civil Engineers
    Abstract: Usually, the damage to structural members is not the same during earthquakes. As a result, the collapse times of members would be different from each other. So, one or a couple of stories would collapse sooner than others. ...
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