The problem with this is that earthquakes don't just move side-to-side and as slowly as shown. They make abnormal waves like in water waves in the sea. The movements due to Earthquakes are very abnormal and with very strong impact. This technology will not sustain the buildings above 6-6.5 Richter Scale Earthquakes.
as a structural engineer i do not think i would ever use this design. However this is a very interesting and interim idea that can truly be developed into something extraordinary, not only for base isolations but for other needs of decoupling as well.
Por qué el sistema se llama "isolation" si claramente no aisla?. El edificio se mueve igual que la tierra con un movimiento desfasado 1:23. Los daños de elementos interiores son evidentes. Un edificio de altura caería por la inercia. Este sistema is a bullshit. PLOP!
Este sistema no sirve, es rígido y no impide el movimiento del edificio, solo desfasa el movimiento con lo cual los edificios de gran altura caerían por la inercia. Si el edificio no cayera, de seguro todas las estructuras internas, mobiliario y personas sufrirían daños. El sistema chileno (Dynamic Isolation System) impide el movimiento del edificio. PLOP!
Looks interesting but are there any advantages over current rubber torsion isolation design widely used in Japan?
The problem with this is that earthquakes don't just move side-to-side and as slowly as shown. They make abnormal waves like in water waves in the sea. The movements due to Earthquakes are very abnormal and with very strong impact. This technology will not sustain the buildings above 6-6.5 Richter Scale Earthquakes.
we might investigated that !
cool , the concept i felt is simple and effective! very nice !!
concept? el concepto es aislación y este sistema no aisla. PLOP!
as a structural engineer i do not think i would ever use this design. However this is a very interesting and interim idea that can truly be developed into something extraordinary, not only for base isolations but for other needs of decoupling as well.
Hi , how can I obtain more info about how to design a structure on the kinematic isolation ?
So the rigid link breaks when the earthquake hits, but how easy is it to re-establish it?
There is no rigid connection. The system does not require intervention after the earthquake.
Oh, so that metal bracing is only to release the building from the pre-load so it can swing. I thought it was a structural element.
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What about vertical movement?
Por qué el sistema se llama "isolation" si claramente no aisla?. El edificio se mueve igual que la tierra con un movimiento desfasado 1:23. Los daños de elementos interiores son evidentes. Un edificio de altura caería por la inercia. Este sistema is a bullshit. PLOP!
Lol shows New Zealand coins at the beginning 👌👍
any one can tell me that were can i get the base?
it is a good one pls can u tell how to make one
thank you
Hassan Sayahpour
hi sir!, can I ask about how u make such prototype?
Este sistema no sirve, es rígido y no impide el movimiento del edificio, solo desfasa el movimiento con lo cual los edificios de gran altura caerían por la inercia. Si el edificio no cayera, de seguro todas las estructuras internas, mobiliario y personas sufrirían daños. El sistema chileno (Dynamic Isolation System) impide el movimiento del edificio. PLOP!
muy caro el sistema CHILENO ... menos OPTIMIZADO ...
The system does not protect against vertical accelerations. Stanislav. Smu5sochi@mail.ru
сслку на видос довай где краштест при 9ти балах (дахоть по рихтеру) этой системы
one question: what is the effectiveness of this system on vertical oscillations?
Система не защищает от вертикальных ускорений. Stanislav. Smu5sochi@mail.ru
Wow thank you for videos very informative.
Thumbs up if you are from Cov uni
Congractulations for such inovation. It reminds me off how Russian people are so talented.
The lady at 6:26 gets scared. lol
Can be discussed on this topic. Stanislav/ Skype: Diletant57
hi can I ask you more about this kind of isolation?