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3-D SHELL ANALYSIS OF CYLINDRICAL UNDERGROUND STRUCTURES UNDER SEISMIC SHEAR (S) WAVE ACTION (2006)
In this paper a 3-D thin shell strain analysis has been presented, regarding long cylindrical underground structures (buried pipelines and tunnels) subjected to seismic shear (S) wave excitation.
Reference:
Soil Dynamics and Earthquake Engineering 26 (2006) 909-921
Soil Dynamics and Earthquake Engineering 26 (2006) 909-921
Organization:
National Technical University of Athens, Greece
National Technical University of Athens, Greece
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