Analysis of Effect on Seismic Response of Base Isolated Building with Openings Floor for the Elastic Stiffness of Isolation Layer

Ming Mei Jiang

doi:10.4028/www.scientific.net/AMR.933.316

Paper Titles

Experimental Investigations for Compression-Flexure Characters of Laminated Box Beam Columns
p.300

The Effect of the Choice of Floor Stiffness on the Calculation Results of Plane Irregular Building
p.307

Influence of Floor Opening Location on the Dynamic Characteristics of the Building
p.310

Modal Analysis of a Multi-Floor Local Discontinuous Construction before and after Isolation
p.313

Analysis of Effect on Seismic Response of Base Isolated Building with Openings Floor for the Elastic Stiffness of Isolation Layer
p.316

The Effect of Yield Strength in Isolation Layer on Dynamic Characteristics of Floor Partial Discontinuous Isolation Building
p.320

Numerical Simulation Analysis of Dynamic Characteristics of the Floor Partial Discontinuous Building
p.323

The Effect of the Floor Openings Rate on the Dynamic Characteristics of the Building
p.326

A Research into the Configurations of Residential Buildings on Outdoor Wind Environment Simulation — A Case Study in Taiwan of Fujhou Affordable Housing
p.329

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Analysis of Effect on Seismic Response of Base Isolated Building with Openings Floor for the Elastic Stiffness of Isolation Layer

Abstract:

Currently the studies on the effects of seismic isolation layer parameters on seismic response of base isolated structure are so few. So this paper used the software ANSYS to analyze seismic response of a reinforced concrete frame structure with openings slab. It focused on the relationship between the isolation layer of the elastic stiffness and isolation effect, and provided reference for reasonable selection of seismic isolation layer parameters.