Т. 51. Бр. 4. Метални, дървени и комбинирани конструкции.
Анотация
"The present paper is intended to enhance the inelastic response under severe seismic actions of some eccentrically bracing systems equipped with additional vertical connection elements (vertical truss elements between the ends of all dissipative members that are not connected directly to columns) compared to the seismic behaviour of traditional eccentric bracings. Each considered structural type (with and without additional vertical truss elements)
is subjected to three dynamic nonlinear analyses, using Vrancea earthquakes acceleration records. The values of different response parameters recorded during nonlinear analyses are compared."
Kober, H., Stoian, M. A Method to Improve the Seismic Behaviour tf Eccentrically Braced Frames,
УАСГ, 2018, с. 89 - 98.
Kober, H., Stoian, M. .
A Method to Improve the Seismic Behaviour tf Eccentrically Braced Frames.
София: УАСГ, 2018, с. 89 - 98.
Kober, H., Stoian, M. (2018)
A Method to Improve the Seismic Behaviour tf Eccentrically Braced Frames,
София: УАСГ, с. 89 - 98
Kober, H., & Stoian, M.
(2018).
A Method to Improve the Seismic Behaviour tf Eccentrically Braced Frames. Годишник на Университета по архитектура, строителство и геодезия - УАСГ. София: УАСГ 51 (бр. 4.), с. 89 - 98.
