ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W V ŠªF -Šª †F 390/V-8† •ÅF 113]121•Å ”NF 1988”N ŒŽF 2ŒŽ ’˜ŽÒi˜ajF “¡Š|ˆê“T, ‘å–ì—F‘¥, ¼‰ª—² ƒ^ƒCƒgƒ‹i˜ajF “S‹ØºÝ¸Ø°Ä×°ÒÝ‚Ì´ÈÙ·Þ°‹zŽû—e—Ê‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹† ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF MATERIALS,CONCRETE STRUCTURES AND PAVEMENTS ’˜ŽÒi‰pjF - ƒ^ƒCƒgƒ‹i‰pjF Experimental study on energy absorption capacity of reinforced concrete framesD ´˜^i‰pjF
When we estimate the structual safety for earthquake motion based on the energy concept, there are many subject to be cleared. The most important subject is how to estimate the energy absorption capacity of structures. The authors have presented the quantitative estimation of energy absorption capacity of concrete columns. This is an experimental study to examine the way of evaluating the energy absorption capacity of reinforced concrete frames quantitatively. Aset of five reinforced concrete frames were tested under five types of cyclic loading. The results developed in this study is intended to expand for the estimation of seismic safety of reinforced concrete structures. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@@˜_•¶W