Time history response analysis - Open Access .click

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ENHANCED TIME-HISTORY ANALYSIS FOR SEISMIC RESPONSE PREDICTION OF STONE MASONRY STRUCTURES:FEM VS ML

The seismic vulnerability of masonry structures is a critical concern due to their heterogeneous and nonlinear behavior during earthquakes. Traditional Finite Element Method (FEM) has been currently the most common approach for predicting structural responses to seismic events.
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Generation of Artificial Time History Covering Design Response Spectrum by Two Modification Functions

Journal of the Korean Society of Civil Engineers, 2016
Gun Park
exaly

Site Specific Response Spectrum and Time History Analysis of Shear Walled Buildings

i-manager's Journal on Civil Engineering, 2011
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Real-time structural seismic time history response prediction based on physics-informed deep learning

Journal of Building Engineering
Zhanxuan Zuo, MAOSHENG Gong
exaly

RESPONSE OF HIGH-RISE BUILDINGS CALCULATED FROM TIME HISTORY ANALYSIS USING WIND FORCE EVALUATED FROM CFD

AIJ Journal of Technology and Design
Takayuki Sone
exaly

Comparison between Response Spectrum and Time History Method of Dynamic Analysis of Concrete Gravity Dam

Open Journal of Civil Engineering, 2016
exaly

Efficient calculation of higher order time history response derivatives by substructuring method

Advances in Structural Engineering
Qiaoyun Wu, Shun Weng, Jiajing Li
exaly