ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W V ŠªF -Šª †F 490/V-23† •ÅF 121]129•Å ”NF 1994”N ŒŽF 5ŒŽ ’˜ŽÒi˜ajF —é–Ø@Šîs, Ô‘q@NŠ°, ”öâ@–F•v, ‘«—§@‰p–¾@ ƒ^ƒCƒgƒ‹i˜ajF ‚q‚b\‘¢‚Ì‘¹“x•]‰¿‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†@@ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF MATERIALS, CONCRETE STRUCTURES AND PAVEMENTS ’˜ŽÒi‰pjF ƒ^ƒCƒgƒ‹i‰pjF Evaluation of Damage Index of Reinforced Concrete Structure. ´˜^i‰pjF
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[ƒhi‰pjF - ‹LŽ–‹æ•ªF ˜a•¶˜_•¶i“Še˜_•¶j ‹æ•ª @@@@˜_•¶W