EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF JOINT BEAM WITH JOINT SHEAR WALL STRUCTURE
The reinforced concrete connecting beams that exhibit a larger shear span ratio (μ≥2.5) are easy to dissipate energy under seismic action, thereby protecting other components. However, the connecting girder will beseriously damaged under this action, which hinders the rapid recovery of the building...
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| Format: | Article |
| Language: | English |
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Czech Technical University, Prague
2019-10-01
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| Series: | Civil Engineering Journal |
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| Online Access: | https://doi.org/10.14311/CEJ.2019.03.0025 |