Experimental and numerical investigations on novel post-tensioned precast beam-to-column energy-dissipating connections

Engineering

• Buckling Behavior 50%
• Cast-in-Place 50%
• Column Connection 50%
• Design Parameter 50%
• Energy Dissipation 100%
• Load Limits 50%
• Prestress 100%
• Seismic Performance 50%
• Simulation Mode 50%
• Test Result 100%
• Test Specimen 50%