Giannhs Lymperis • PCT Opinion
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From what the examiner says that I have something patentably new and useful. Improved anchoring means comprising expansion anchors in combination with hydraulic tensioning means to keep the building tightly tethered to the ground. This would also be good for hurricane country, like the US Gulf Coast.
in Greece I have the patent.
I had filed for international patent in pct
passed Research Report (A)
Filing in america at the patent office.
I have not gotten a patent in america yet .... expected
more
I went to a university in Greece.
this one
http://users.civil.ntua.gr/papadrakakis/
and here
http://www.itsak.gr/en
I have the first preliminary results of applied research simulationIs in Greek language. It's very good results.
The Institute of Engineering Seismology and Earthquake EngineeringResearch and Technical Institute has a different opinion.told me that .... there is not a program in whole world that simulates vertical prestressing.
They told me that I need to do ( experiments ) seismic testing on some construction models, because it is not possible to simulate. I have no money for experiments.I want to find a foreign university to work on experiments, without me to pay maney.
The patent is under investigation by me and the Greek university and we have discovered much about the patent.
By design method that I suggest,
https://encrypted-tbn1.gstatic.com/i...m6_iuOU6fsUXY2
you have the opportunity to design a flexible structure.
Rigid vertical elements
The main reason I designed the seismic joint (rubber mounted air gap between the baffle plates and the shaft) are
to separate the flexible columns of rigid columns.
With this method, we have a frame construction which is flexible,
and in it, a rigid colomn, which is independent of load bearing because it has a seismic joint
The rigid components to take the main role assigned to them, and is to controlling the deformation of the bearing.
plasticity
a flexible node (the one in seismic joint) deletes the usefulness of plasticity