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    Nonlinear Inelastic-Degrading Structural Modeling Approach to Assess the Seismic Soil–Structure Interaction Response of Tall Buildings 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021101-1
    Author(s): Jaime A. Mercado; Luis G. Arboleda-Monsalve; Kevin R. Mackie
    Publisher: ASCE
    Abstract: Oversimplifying structural modeling in the analysis of the seismic performance of tall buildings introduces variability and biases in the computed seismic response. Engineering demand parameters (EDPs) from coupled ...
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    Modeling Nonlinear-Inelastic Seismic Response of Tall Buildings with Soil–Structure Interaction 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007:;page 04021091-1
    Author(s): Jaime A. Mercado; Kevin R. Mackie; Luis G. Arboleda-Monsalve
    Publisher: ASCE
    Abstract: Soil-structure interaction (SSI) effects are of interest for the seismic analysis and the design of tall buildings on shallow foundations, particularly when both the structure and soil undergo inelastic demands. The objective ...
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    Soil–Structure Interaction Effects on Seismic Performance and Earthquake-Induced Losses in Tall Buildings 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Luis G. Arboleda-Monsalve; Jaime A. Mercado; Vesna Terzic; Kevin R. Mackie
    Publisher: ASCE
    Abstract: This paper evaluated the seismic performance of hypothetical tall buildings by estimating intensity measures, engineering demand parameters, and earthquake-induced losses using a soil–structure interaction (SSI) numerical ...
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