Replication of Seismic Response of High-Rise Residential Building During the 2011 Off the Pacific Coast of Tohoku Earthquake Based on Simulation Analyses Considering Dynamic Soil-Structure Interaction

There are few cases where the evaluation of soil springs used in the seismic design of super high-rise buildings has been verified by actual measurement. In addition, there are few studies that deal with the temporal variation of the nonlinear behavior of soil springs using observation records. In this study, rocking soil springs in super high-rise residential buildings are evaluated by actual measurement using strong motion observation records including large amplitude levels. In addition, the effect of nonlinearity of rocking soil springs on the structural response during large earthquakes is evaluated.

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Evaluation of Rocking Soil Springs Using Strong Motion Observation Records of Super High-Rise Residential Buildings and Effects of Its Nonlinearity on Structural Responses

Morikiyo

Nagano

Tanuma³

2022

Nihon Kenchiku Gakkai Kozokei Ronbunshu

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Replication of Seismic Response of High-Rise Residential Building During the 2011 Off the Pacific Coast of Tohoku Earthquake Based on Simulation Analyses Considering Dynamic Soil-Structure Interaction

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Evaluation of Rocking Soil Springs Using Strong Motion Observation Records of Super High-Rise Residential Buildings and Effects of Its Nonlinearity on Structural Responses

Evaluation of Rocking Soil Springs Using Strong Motion Observation Records of Super High-Rise Residential Buildings and Effects of Its Nonlinearity on Structural Responses

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