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. София: 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 (с. с. 77 - 87). София: УАСГ. 51 (бр. 4.).
Kober H, Marcu R. Advantages of using Reduced Cross-Sections in Seismic Resistant Steel Structures. София: УАСГ; 2018. p. с. 77 - 87.
