.. include:: sub.txt ============================================================= Nonlin Canti Col Inelstc Uniaxial Mat in Fiber Sec - Dyn EQ ============================================================= :: Converted to openseespy by: Pavan Chigullapally University of Auckland Email: pchi893@aucklanduni.ac.nz #. EQ ground motion with gravity- uniform excitation of structure #. In this example, the Uniaxial Section of Example 2b is replaced by a fiber section. Inelastic uniaxial materials are used in this example, #. Which are assigned to each fiber, or patch of fibers, in the section. #. In this example the axial and flexural behavior are coupled, a characteristic of the fiber section. #. The nonlinear/inelastic behavior of a fiber section is defined by the stress-strain response of the uniaxial materials used to define it. #. To run EQ ground-motion analysis (:download:`BM68elc.acc` needs to be downloaded into the same directory) #. The problem description can be found `here `_ (example:2c) #. The source code is shown below, which can be downloaded :download:`here `. .. literalinclude:: /pyExamples/EarthquakeExamples/Example2c/Example2c.py :linenos: