Moment-resisting-frames under cyclic loading: Large scale tests and validation of plasticity and damage numerical models
Large scale cyclic tests on two-story Moment Resisting Frames (MRF) were conducted in the Laboratory of Steel Structures of NTUA. The test frames had welded joints and were designed according to weak beam-strong column criteria, either by weakening the beams by providing reduced sections (RBS) or by...
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Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2018-12, Vol.115, p.564-577 |
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