Behavior and Design of Reinforced Concrete Column-type Lapped Splices Subjected to High-intensity Cyclic Loading |
Contents
6 | 17 |
Conclusions from Previous Investigations | 30 |
Experimental Investigation | 41 |
10 other sections not shown
Common terms and phrases
8.6 DISTANCE Bar End Slip BAR/SPLICE LENGTH FIG bond strength bottom splice buckling cast center bars center splice bar Column compression concrete cover concrete strength contraflexure corner splice corners of stirrups cover spalling cover splitting cycles damage displacement level DISTANCE ALONG BAR/SPLICE ductility edge splices effect epoxy epoxy-repair equation factor flexural high moment end high strength concretes inches increase interior splices Jirsa kips lapped splices Load Versus Displacement Lukose main bars monotonic loads multiple splices observed offset bars Peak Jack Rebar Strains Reinforced Concrete repaired specimen reversed cyclic loading seismic shear shear stress slump splice behavior splice end splice length splice region splice strength split failure mode splitting cracks stiffness stirrup spacing Stirrup Strains Stirrup Strains Vert stirrup-ties strain gages STRAIN/YIELD Strains Vertical tensile tensile strength tensile stresses Tepfers tests Tocci top splices transverse crack transverse reinforcement transverse steel Vertical Leg yield penetration yield strength