Œf�ÚŽGŽ��i˜a�j�F “y–ØŠw‰ï˜_•¶�W I Šª�F -Šª �†�F 483/I-26�† •Å�F 137�]146•Å ”N�F 1994”N ŒŽ�F 1ŒŽ ’˜ŽÒ�i˜a�j�F �쓇�@ˆê•F, ’·’J�ì�@‹à“ñ�@ ƒ^ƒCƒgƒ‹�i˜a�j�F “S‹ØƒRƒ“ƒNƒŠ�[ƒg‹´‹r‚Ì”ñ�üŒ`’n�k‰ž“š“Á�«‹y‚уGƒlƒ‹ƒM�[ˆê’è‘¥‚̘A—p�«‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†�@�@ �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING ’˜ŽÒ�i‰p�j�F Kazuhiko KAWASHIMA, Kinji HASEGAWA�@ ƒ^ƒCƒgƒ‹�i‰p�j�F Experimental Investigation on Nonlinear Seismic Response of Bridge Columns and Accuracy of Equal Energy Assumption.�@�@ �´˜^�i‰p�j�F
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��[ƒh�i‰p�j�F bridge, seismic design, reinforced concrete columns, equal energy assumption, model test ‹LŽ–‹æ•ª�F ˜a•¶˜_•¶�i“Š�e˜_•¶�j ‹æ•ª �@�@�@�@˜_•¶�W