Bidirectional Seismic Energy Input to an Isotropic Nonlinear One-Mass Two-Degree-of-Freedom System
The test results obtained for reinforced concrete columns by several studies have revealed that the peak displacement and cumulative hysteresis energy are important parameters for evaluating the damage of columns under horizontal bidirectional and unidirectional loading. Therefore, the seismic param...
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| Format: | Article |
| Language: | English |
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MDPI AG
2021-04-01
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| Series: | Buildings |
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| Online Access: | https://www.mdpi.com/2075-5309/11/4/143 |