@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€u‰‰W VolF 6Šª ”NF 1982”N •ÅF 1913-1920•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Takashi AKIYOSI, Kunihiko FUCHIDA ƒ^ƒCƒgƒ‹i‰pjF EFFECT OF SLIPPAGE ON SEISMIC RESPONSE OF BURIED PIPELINE SYSTEMS ´˜^i‰pjF
The analysis of the dynamic interaction between soil and buried pipeline systems during earthquakes which involves the slippage of the main pipes induced through the frictional interface is presented in the Closed form solutions of imperfectly bonded soil and main jointpaper . less pipes to steady harmonic P-and S-waves are obtained under the assumption:(1) the soil is linear, elastic and infinite space, (2) the pipeline systems are composed of the linear elastic main and branch pipes elastically connected to the main pipes and the structures, and (3) the slippage between the soil and the pipes occures when the boundary shear stress equals the frictional one(=Coulomb). Those solutions are also extended to the analysis of the systems to randomly vibrating motions. Then the periodically jointed pipelines are investigated by replacing them with the statically equivalent uniform pipes and finally the stress concentration at the ends of the branch pipes are analyzed in association with the main pipe response. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W