Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6769763 | Soil Dynamics and Earthquake Engineering | 2018 | 10 Pages |
Abstract
Near-fault earthquake load causes more serious damage in reinforced concrete (RC) structures when compared with far-field earthquake load. Particularly, a short column under the near-fault earthquake load is vulnerable to shear failure, which requires special design consideration to avoid the brittle failure under the near-fault ground motion. In the present study, quasi-static cyclic tests were conducted on four circular RC columns to investigate load-carrying capacity, deformation capacity, failure mode, stiffness degradation, energy dissipation capacity, and deformation components. For the test parameters, shear-span ratio, longitudinal bars diameter, and cyclic loading type were considered. The test results showed that under the cyclic loading to describe the near-fault ground motion, the RC columns were susceptible to premature concrete spalling and shear failure.
Keywords
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Wei-Jian Yi, Yun Zhou, Hyeon-Jong Hwang, Zhi-Jie Cheng, Xiang Hu,