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|Title:||Pre-test numerical simulations and experimental program on dual eccentrically braced frame with removable links|
|Authors:||STRATAN Aurel; IOAN CHESOAN Adriana; DUBINA Dan; TAUCER Fabio; POLJANSEK Martin|
|Citation:||Application of High Strength Steel in Seismic Resistant Structures. Proceedings of the workshop: Naples, Italy, June 28-29, 2013 p. 137-148|
|Publisher:||"Orizonturi Universitare" Publishing House|
|Type:||Articles in periodicals and books|
|Abstract:||Different strategies can be employed in order to reduce damage to structures under moderate to strong earthquakes. The most radical solutions are base isolation and various implementations of active and semi-active structural control. Other strategies rely on supplemental damping conferred to the structure through various devices based on viscous, friction, or yielding dampers. More or less efficient for reduction of structural damage, all these solutions have the disadvantage of requiring specialised knowledge at the design stage and during erection, need for careful maintenance and high initial cost.|
|JRC Directorate:||Space, Security and Migration|
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