ASSESMENT OF THE NECESSARY PERIOD-SHIFT IN STRUCTRAL PASIVE CONTROL BY USING THE NON- - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Journals, Papers and Presentations (https://forum.civilea.com/forum-74.html) +--- Thread: ASSESMENT OF THE NECESSARY PERIOD-SHIFT IN STRUCTRAL PASIVE CONTROL BY USING THE NON- (/thread-45901.html) |
ASSESMENT OF THE NECESSARY PERIOD-SHIFT IN STRUCTRAL PASIVE CONTROL BY USING THE NON- - TAFATNEB - 12-20-2013 Author: Dinu BRATOSIN Institute of Solid Mechanics - Romanian Academy, | Size: 352 KB | Format: PDF | Quality: Unspecified | Publisher: SISOM 2006, Bucharest 17-19 May | Year: 2006 | pages: 9
The main goal of the base-isolated technology is to shift the natural period of structure away from the dominant period of earthquake excitation. Using a linear one-degree-of-freedom model for structure with fixed base and a non-linear one-degree-of-freedom model for base-isolated structure one presents some remarks for optimum choice of the isolated natural period taking into account the non-linear characteristics of the devices and materials from isolator layer and from site materials. Code: *************************************** |