ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W I ŠªF -Šª †F 483/I-26† •ÅF 137]146•Å ”NF 1994”N ŒŽF 1ŒŽ ’˜ŽÒi˜ajF 쓇@ˆê•F, ’·’Jì@‹à“ñ@ ƒ^ƒCƒgƒ‹i˜ajF “S‹ØƒRƒ“ƒNƒŠ[ƒg‹´‹r‚Ì”ñüŒ`’nk‰ž“š“Á«‹y‚уGƒlƒ‹ƒM[ˆê’è‘¥‚̘A—p«‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†@@ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING ’˜ŽÒi‰pjF Kazuhiko KAWASHIMA, Kinji HASEGAWA@ ƒ^ƒCƒgƒ‹i‰pjF Experimental Investigation on Nonlinear Seismic Response of Bridge Columns and Accuracy of Equal Energy Assumption.@@ ´˜^i‰pjF
A series of loading tests was made for studying nonlinear behavior of reinforced concrete bridge columns subjected to a significant earthquake. Three types of loading schemes were adopted for six specimens. It was found that the specimens subjected to ground motion in the shaking table tests show co ƒL[ƒ[ƒhi‰pjF bridge, seismic design, reinforced concrete columns, equal energy assumption, model test ‹LŽ–‹æ•ªF ˜a•¶˜_•¶i“Še˜_•¶j ‹æ•ª @@@@˜_•¶W