Hadi Sabermahany

[ 1 ] - Refinement to the Existing Analytical Methods of Analysis of Buried Pipelines due to Strike-Slip Faulting

Analytical methods presented to analyze the buried steel pipelines at strike-slip fault crossing use the Euler-Bernoulli beam theory. The cross-section of a buried pipe that is completely surrounded by soil cannot rotate freely and would not be remained perpendicular to the bending line after deformation. So it would be better to take into consideration a rotation between the cross-section and ...