.. _V2.02.154: **v2.02.154** SDLL154 - Seismic response according to the simplified Roche method of a straight pipe with a constant 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 in the following cases: * RCCM_RX = 'OUI' * RCCM_RX = 'NON' * Constant material field * Material field dependent on a temperature field The section is constant. This test also validates (except POST_ROCHE) the POST_ELEM/INTEGRALEsur functionality/the elements POU_D_Tpour the generalized fields of effort, used in the POST_ROCHE macro command. Although the beam is straight, in one of the calculations the 2 elements are declared as elbows in order to verify the formulas concerning the parts that are bent. .. 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