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Advanced Structural Analysis | Dr.Hamidreza HashamdarDr.Hamidreza Hashamdar (by Dr.Hamidreza Hashamdar)
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Dr.Hamidreza Hashamdar (by Dr.Hamidreza Hashamdar)
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ABAQUS-Learning-17 | Advanced Structural Analysis
https://advancedstructuralanalysis.wordpress.com/2011/11/15/abaqus-learning-17
ساخت 30 طبقه در 15 روز →. Is it possible to apply boundary conditions w.r.t. local axes? Yes it is possible to apply boundary conditions w.r.t local co-ordinate axes. Consider the situation where you want to apply a rotation at a set of nodes which lie along the periphery of a circular arc. The applied rotation is interpreted according to the transformation. Comments Off on ABAQUS-Learning-17. Posted by Dr.Hamidreza Hashamdar. On November 15, 2011 in Definition. ساخت 30 طبقه در 15 روز →.
ABAQUS-Learning-16 | Advanced Structural Analysis
https://advancedstructuralanalysis.wordpress.com/2011/11/15/abaqus-learning-16
What are the variable numbers for the different nodal variables? Following is a list of the more common variable numbers. Comments Off on ABAQUS-Learning-16. Posted by Dr.Hamidreza Hashamdar. On November 15, 2011 in Definition. Create a free website or blog at WordPress.com. Follow “Advanced Structural Analysis”. Get every new post delivered to your Inbox. Build a website with WordPress.com.
ABAQUS-Learning-15 | Advanced Structural Analysis
https://advancedstructuralanalysis.wordpress.com/2011/11/15/abaqus-learning-15
Are there any normal boundary conditions like the “pinned” and “encastred” nodes that can be used? Yes The following is the list of named constraints. Constraint on all displacements and rotations at a node. PINNED. Constraint on all translational degrees of freedom. XSYMM. Symmetry constraint about a plane of constant x coordinate. YSYMM. Symmetry constraint about a plane of constant y coordinate. ZSYMM. Symmetry constraint about a plane of constant z coordinate. XASYMM.
Dr.Hamidreza Hashamdar | Advanced Structural Analysis
https://advancedstructuralanalysis.wordpress.com/author/hashamdar1
Author Archives: Dr.Hamidreza Hashamdar. About Dr.Hamidreza Hashamdar. Computers and Structures, Inc. CALIFORNIA 1646 N. California Blvd., Suite 600 Walnut Creek, CA 94596 USA, CALL: 13604500777 Dr.Edward Hashamdar. Why is only one row or column of the FRF matrix needed? Comments Off on Why is only one row or column of the FRF matrix needed? Posted by Dr.Hamidreza Hashamdar. On May 30, 2016 in Definition. Comments Off on Fast Construction. Posted by Dr.Hamidreza Hashamdar. On June 13, 2015 in Definition.
ABAQUS-Learning-11 | Advanced Structural Analysis
https://advancedstructuralanalysis.wordpress.com/2011/11/15/abaqus-learning-11
How do I specify the local-1 direction for a beam in space? See the section on Cross-section orientation. In the chapter Using Beam Elements. Of the Getting Started with ABAQUS/Standard. For a description of this. There are a number of ways of specifying this. In the following figure n1. Represents the local-1 direction. Consider a beam element of rectangular cross-section. Then local-1 direction is the direction parallel to the width (or base of the element). Available in specifying the local-1 direction.
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Advanced Structural Analysis | Dr.Hamidreza Hashamdar
Is it possible to apply boundary conditions w.r.t. local axes? Yes it is possible to apply boundary conditions w.r.t local co-ordinate axes. Consider the situation where you want to apply a rotation at a set of nodes which lie along the periphery of a circular arc. TRANSFORM, TYPE=C, NSET=CID1 0., 0., 0., 0., 0., 1. * *NSET, NSET=CID1 1, 2, 3, 4, 5 * * * rotation boundary condition * *BOUNDARY CONDITION, OP=NEW 1, 5, 1. 2, 5, 1. 3, 5, 1. 4, 5, 1. 5, 5, 1. Comments Off on ABAQUS-Learning-17. Symmetry cons...
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