Seismic behavior of RC building with and without buckling restrained braces / Daniel Rumbi Teruna
Nonlinear analysis for evaluating seismic performance of building under seismic excitation requires nonlinear properties of any component that are quantified by strength and deformation capacities. The nonlinear behavior of beams and column components are modeled in the form of plastic hinges as des...
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| Format: | Article |
| Language: | English |
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Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM),
2019.
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| Online Access: | Get fulltext View Fulltext in UiTM IR |