Effects of Axial Compression Ratio of Central Columns on Seismic Performance of a Multi-Story Underground Structure

DOI10.1142/S0219876216410140zbMath1359.74304OpenAlexW2288476908MaRDI QIDQ2972129

No author found.

Publication date: 7 April 2017

Published in: International Journal of Computational Methods (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219876216410140

zbMATH Keywords

pushoverseismic performanceaxial compression ratioconcrete damaged plasticitymulti-story underground structuresoftening index

Mathematics Subject Classification ID

Seismology (including tsunami modeling), earthquakes (86A15) Computational methods for problems pertaining to geophysics (86-08) Geophysical solid mechanics (74L05)

Related Items (4)

General Winkler Model for Kinematic Responses of Shafts in Linear Soil ⋮ Numerical Modeling of Cob’s Nonlinear Monotonic Structural Behavior ⋮ Seismic Control Strategy of a Multi-Story Subway Station Based on Probability Density Evolution Method ⋮ Characteristics of Earthquake Input Energy of a Subway Station Structure Based on Probability Density Evolution Method

Uses Software

• ABAQUS

This page was built for publication: Effects of Axial Compression Ratio of Central Columns on Seismic Performance of a Multi-Story Underground Structure