@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-1Šª ”NF 1994”N •ÅF 91-96•Å ’˜ŽÒi˜ajF ’†‘º –LC@²“¡@V“ñC@•x“c@Œ’Ži ƒ^ƒCƒgƒ‹i˜ajF 펞”÷“®‚ð—p‚¢‚½‚‰Ë‹´‚Ì’nk”íŠQ•ªÍ펞”÷“®‚ð—p‚¢‚½‚‰Ë‹´‚Ì’nk”íŠQ•ªÍ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Yutaka NAKAMURA, Shinji SATO, Kenji TOMITA ƒ^ƒCƒgƒ‹i‰pjF DAMAGE OF RIGID FRAME VIADUCT ESTIMATED BY MICROTREMOR MEASUREMENT ´˜^i‰pjF
The 1993 Hokkaido Nansei-Oki Earthquake gave serious damage to the rigid frame viaducts in Kaikyo-Line. We measured microtremors of the rigid frame viaducts in this line to clarify the cause of the damage. Main results are as follows: (1) The rigidities of the severe damaged rigid frame viaducts are 40-60% of the non-damaged one. (2) The natural frequencies of the electric poles which are the same kind of damaged one are estimated around 1.8-2.0Hz in HT-direction. These values are almost same as the natural frequency of surface ground under the damaged electric poles. The natural frequency of the non-damaged electric pole nearby the damaged one is estimated 3.0Hz in HT-direction. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W