Т. 51. Бр. 4. Метални, дървени и комбинирани конструкции.
Анотация
"For eccentrically braced frames with long links, dog-bone configurations at the link ends ensure significant lateral stiffness of the frame and a better control of the plastic deformations along the links. Details with reduced cross-sections near the ends of upper storeys diagonals in concentrically braced frames lead to an adequate slenderness for the braces and to a proper tensile capacity of the diagonals. A favourable global plastic hinge mechanism can be
sized by design for concentrically braced frames, by providing configurations with reduced cross-sections near the ends of frame girders. Details resembling the “dog-bone” near the base of bottom-storey columns appear to be safer from the point of view of ensuring the general stability of the first-storey columns during strong earthquakes."
Kober, H., Marcu, R. Advantages of using Reduced Cross-Sections in Seismic Resistant Steel Structures,
УАСГ, 2018, с. 77 - 87.
Kober, H., Marcu, R. .
Advantages of using Reduced Cross-Sections in Seismic Resistant Steel Structures.
София: УАСГ, 2018, с. 77 - 87.
Kober, H., Marcu, R. (2018)
Advantages of using Reduced Cross-Sections in Seismic Resistant Steel Structures,
София: УАСГ, с. 77 - 87
Kober, H., & Marcu, R.
(2018).
Advantages of using Reduced Cross-Sections in Seismic Resistant Steel Structures. Годишник на Университета по архитектура, строителство и геодезия - УАСГ. София: УАСГ 51 (бр. 4.), с. 77 - 87.
