Simplified fiber beam-column model for inelastic analysis of moment-resisting steel frames
Conventional fiber beam-column models require monitoring the responses of many sections along the element length to account for the speared of inelasticity. Recently, a simplified approach that utilizes predefined flexibility-distribution functions to account for the spreading of inelasticity along...
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| Format: | Article |
| Language: | English |
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Elsevier
2018-12-01
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| Series: | Alexandria Engineering Journal |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1110016818300838 |