Œf�ÚŽGŽ��i˜a�j�F “y–ØŠw‰ï˜_•¶�W V Šª�F -Šª �†�F 490/V-23�† •Å�F 121�]129•Å ”N�F 1994”N ŒŽ�F 5ŒŽ ’˜ŽÒ�i˜a�j�F —é–Ø�@Šî�s, �Ô‘q�@�Nа, ”ö�â�@–F•v, ‘«—§�@‰p–¾�@ ƒ^ƒCƒgƒ‹�i˜a�j�F ‚q‚b�\‘¢‚Ì‘¹��“x•]‰¿‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†�@�@ �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F JOURNAL OF MATERIALS, CONCRETE STRUCTURES AND PAVEMENTS ’˜ŽÒ�i‰p�j�F ƒ^ƒCƒgƒ‹�i‰p�j�F Evaluation of Damage Index of Reinforced Concrete Structure. �´˜^�i‰p�j�F
In this study, new method of evaluation of damage index of reinforced concrete member of which ultimate limit state is reached by flexural-compression after yielding is proposed. Accumulative consumed energy of member is thought to be a total energy consumed during earthquake motion. While, maximum ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F ˜a•¶˜_•¶�i“Š�e˜_•¶�j ‹æ•ª �@�@�@�@˜_•¶�W