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Questions related from David Flores Vidriales
While performing a Monte Carlo simulation I get some "jumps" in the skewness and kurtosis as shown in the picture. How can you explain this odd behavior and non convergence of the beforementioned...
07 August 2022 5,755 2 View
I am trying to model the foundation of a bridge that has damage to the junction of the column foundation with the piles and loss of cross section and, I would like to know how it could take into...
05 February 2019 3,704 3 View
Can ETABS design a non-prismatic concrete section? I have been trying to make non-prismatic beam design in ETABS, but every time I try to run the concrete design module, an error shows. I would...
09 September 2018 8,262 4 View
How can a i assess or cuantify the damage that a bridge foundation has sufered, is there any study i can refer to on the topic. Thank you very much!! I attach some pictures
06 February 2017 7,087 5 View
Yesterday in the field we had some trouble with the bleeding in our concrete, the bleeding was adjudicated to the admixture (we use sikament 450 at .08% per weight of cement), here is some data: ·...
15 November 2016 9,514 10 View
I´m currently trying to emule the RCPT from this article...
05 November 2016 8,736 3 View
Greetings: Does anybody know how can I calculate the lateral torsional buckling of a cruciform steel shape, i want to do it according to the AISC 2010 but i can not find any mention of this kind...
30 March 2015 554 2 View
My question is, should´nt the load induction lenght be in function of load conditions and not the geometric properties. I am not an expert on this particular topic, so does anybody knows the...
27 March 2015 2,213 1 View
As a part of a project i have to assess the dame of diferent bridges by scour, oxidation, carbonation, corrosion, ect. I have some images of a bridge that i belive is in danger because of the...
01 January 1970 3,535 4 View
