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Questions related from Ali Jahami
I am studying a three stories frame under a seismic load due to ground acceleration. the frame has three degrees of freedom, so the solution of the equation of motion must have 3x1 matrix. Knowing...
11 November 2018 4,323 0 View
I am modelling a post-tensioned slab in abaqus. And I am facing a problem regarding meshing procedure. since the job is not completed due to conversion errors. the attached picture shows the...
10 October 2018 9,248 3 View
Does anyone have the ACI 562 for repairing concrete structures? thanks in advance ..
01 January 2018 9,306 3 View
i am modeling a post tension slab and it has a tendon profile. as seen in the attached picture ,what is the best method to mesh this solid region? and references or vedios? thanks
11 November 2017 1,223 2 View
I am modeling a simply supported post tension slab subjected to impact load . The slab was modeled as a solid element whereas the tendons were represented as a linear elements (wires), knowing...
09 September 2017 4,993 0 View
I am modeling an Reinforced concrete slab exposed to a drop weight . the units I am using are (meter , second, Kilograms and newton ). the drop weight was modeled as a rigid body with a mas of...
08 August 2017 707 0 View
I am modeling a post tension slab using abaqus . but I need to know if there is a method to define the different type of losses in order to reach the most accurate result in my research
03 March 2017 3,182 2 View
I am modeling a post tension slab on abaqus and i want to define the bond between the concrete and the tendon using the method of cohesive element .. but I don't know what are the values of the...
03 March 2017 1,494 6 View
I am trying to model a post tension slab and i am facing a problem in defining the cables and the contact condition .. the system is unbonded system help please
08 August 2016 8,659 0 View
