ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W I ŠªF -Šª †F 422/I-14† •ÅF 323]332•Å ”NF 1990”N ŒŽF 10ŒŽ ’˜ŽÒi˜ajF ’|“àŠ²—Y, ‚‹´@’‰, Œ³ŽR@G, “n•ÓŒ[s ƒ^ƒCƒgƒ‹i˜ajF ’n”Õ„«‹}•Ï•”‚Ìüó’n’†\‘¢•¨‚Ì’nkŽž‰ž—Í•]‰¿–@ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF STRUCTUAL MECHANICS AND EARTHQUAKE ENGINEERING ’˜ŽÒi‰pjF ƒ^ƒCƒgƒ‹i‰pjF Evaluation of induced stress by earthquake in the underground structures laid throuth different ground rigidity. ´˜^i‰pjF
This paper presents a practical evaluation method with respect to the stress of under]ground structures laid through two different ground rigidity during earthquake. In this method, considering the effect of each ground of surface layer under the elastic wave theory, the ground displacement in the horizontal direction is obtained. Displacement, axial force and bending moment of the structure are analyzed by applying the seismic deformation method. Additionally, we discuss herein the earthquake behavior in the homogeneous or inhomogeneous ground and the relation between the apparent propagation velocity of the input earthquake motion and the strain of the surface layer where two different soils are existing. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@@˜_•¶W