ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W V ŠªF -Šª †F 384/V-7† •ÅF 43]52•Å ”NF 1987”N ŒŽF 8ŒŽ ’˜ŽÒi˜ajF —é–ØŠîsC”öâ–F•v, •ŽR‘×, ‹e’ntŠC ƒ^ƒCƒgƒ‹i˜ajF ‹{錧‰«’nk‚É‚æ‚éRC×°ÒÝ‚‰Ë‹´”íŠQ‚̉ðÍ“IŒ¤‹† ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF MATERIALS,CONCRETE STRUCTURES AND PAVEMENTS ’˜ŽÒi‰pjF ƒ^ƒCƒgƒ‹i‰pjF Analysis of damages inflicted on reinforced concrete viducts during the Miyagiken]oki EarthquakeD ´˜^i‰pjF
In the Miyagiken-oki Earthquake (1978) the mid-height beams in RC viaducts of the Tohoku Shinkansen were subjected to considerable damages. The purpose of this study was to investigate analytically and statistically the causes of occurrence of damages with different degree in mid-height beams according to district or ground. Furthermore, the reliability theory was used to examine whether the current design method is rational against earthquake. As a result, the strong relation was observed between the degree of damages in mid-height beams and the beam yielding seismic coefficient (base shear coefficient). And the necessity of reexamination of the coefficients according to ground types in aseismic design was pointed out. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@@˜_•¶W