.. _V2.02.155: **v2.02.155** SDLL155 - Seismic response using the simplified Roche method of straight pipe with variable cross section ===================================================================================================================== **Summary:** The objective of this test is to validate command POST_ROCHE on an elementary case of a straight beam composed of 2 cells. The section is variable. This test also validates (except POST_ROCHE) two functionalities used in the POST_ROCHE macro command: * POST_ELEM/INTEGRALEsur the elements POU_D_Tpour the fields of generalized efforts, * the dedicated option ROCH_ELNO from CALC_CHAM_ELEM. .. toctree:: :hidden: self .. toctree:: :maxdepth: 2 :numbered: Probl_me_de_r_f_rence Solution_de_r_f_rence Mod_lisation_A Mod_lisation_B Synth_se_des_r_sultats