Answers are grounded in this paper and cite their sources.
The paper introduces a method for connecting fabricated shear wall with beam in a plane by sleeve, and uses the finite element software to analyze and compare the seismic performance of precast wall beams node and cast wall beam node. It concluded:Seismic performance of prefabricated wall beam node and cast wall beam node are basically the same , while the prefabricated wall beam node has higher strength, which indicates that the connection of precast specimen is reliable. However, before putting it into practical, application, further study on it is still necessary.
No takes yet. Share an insight, caveat, or question.
Meng et al. (2014) studied this question.
Synapse has enriched 10 related papers. Consider them for comparative context: