I was solving the following question and I derived the Auto correlation function and proved that it is a WSS process. However, I am not sure how to go about finding the Marginal probability density function. Should I find joint probability of a and b and then find marginal probability of each random variable?
Does anyone have experience in using RAMs software applications?
I am working on a paper that looks at the limitations of managing risk and improving reliability of engineering assets by using RAMs software applications but I have no experience in using any RAMs software application.
Software applications are good for storing data and interpreting that data based on a predefined set of rules. However, recommendations made by such an application will only be as be based solely on the data available to the application.
Are there analytical expressions for computing von Mises or equivalent stress at any point for Beam elements similar to the ones in continuum elements? I would like to design a structure with beam elements and ensure that the equivalent stress is within bounds (yield stress etc) for the structure to be safe.
The attached notes are written for a course on plasticity. When I update the notes, I will post a link on my twitter account: https://twitter.com/zhigangsuo.
Dear Colleagues,
Prof. Ole Sigmund from the Technical University at Denmark: http://www.topopt.dtu.dk/ was the presenter of the 2014-2015 Newmark Distingusihed Lecture which was given in the Civil Engineering Department at the University of Illinois Urbana Champaign. His presentation was titled: Topology Optimization: State of the art and future perspectives. You may find a link to the video lecture here
Hi guys,
The attached notes are written for a course on plasticity. When I update the posts, I will write a note on my twitter account: https://twitter.com/zhigangsuo.
pls sugguest ur ideas and i need ansys procedure for this
