ŒfฺŽGŽi˜ajF “y–ุŠw‰๏˜_•ถW I ŠชF -Šช †F 398/ I-10† •ลF 139]146•ล ”NF 1988”N ŒŽF 10ŒŽ ’˜Žาi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF “S‹ุƒRƒ“ƒNƒŠ[ƒg‹ด‹r‚ฬ“ฎ“I“มซ‚ษ‹y‚ฺ‚ทฺ‰ื—š—๐“มซ‚ฬ‰e‹ฟ ด˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfฺŽGŽi‰pjF JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING ’˜Žาi‰pjF KAWASHIMA KCKOYAMA T ƒ^ƒCƒgƒ‹i‰pjF Effects of cyclic loding hysteresis on dynamic behavior of reinforced concrete bridge piersD ด˜^i‰pjF
A series of dynamic loading tests with use of large-scale reinforced concrete bridge piers were conducted to investigate an effect of loading hysteresis under displacement control load reversal tests. The specimens were subjected to three loading hysteresis which idealized sequence of loading displacement developed during earthquakes, i.e., in Type 1 loading, displacement was monotonically increased with increasing number of load reversals, and Type 2 used a hysteresis in the reversal order of the Type 1. Type 3 loading used a combination of Type 1 and Type 2 loading. It was understood from the study that energy dissipation capabilities dependon the loading hysteresis. First large displacement progresses deterioration o ƒL[ƒ[ƒhi‰pjF loading test, ductility, seismic design, reinforced concrete column ‹LŽ–‹ๆ•ชF - ‹ๆ•ช @@@@˜_•ถW