| contributor author | Katsumi Matsubara | |
| contributor author | Masaru Hoshiya | |
| date accessioned | 2017-05-08T22:39:05Z | |
| date available | 2017-05-08T22:39:05Z | |
| date copyright | January 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9399%282000%29126%3A1%2876%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85087 | |
| description abstract | This paper presents within the scope of the theory of static elasticity a derivation of soil spring constant in longitudinal direction of a buried pipeline in the seismic design. It is found that the spring constant depends on the shear modulus | |
| publisher | American Society of Civil Engineers | |
| title | Soil Spring Constants of Buried Pipelines for Seismic Design | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 1 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2000)126:1(76) | |
| tree | Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 001 | |
| contenttype | Fulltext | |
