EK665
For buildings in consequence class 1, no further consideration for robustness is necessary provided that the building has been designed adequately against normal use. For lower class 2 buildings additionalhorizontal […]
EK659
A truss system applied on the outside of a tube system, reinforcing theexternal tubes as a stabilizing system can be used for buildings not higher than 120 storeys.
EK658
A system composed of several rectangular tubes forcing the innercolumns to interact with the facades where each tube is ended at differentheight in the building so that the influence of […]
EK657
Use of combined framework and truss system in the facade walls where the facades functions as a rectangular tube restrained in the foundation as a stabilizing system can be used […]
EK656
A framework composed of facade columns that are united to act as arectangular tube restrained in the foundation as a stabilizing system can be used for buildings not higher than […]
EK655
Fully or partially fixed columns and beams connected to a central corewith additional horizontal trusses in the middle and the top of thebuilding as a stabilizing system can be used […]
EK654
Fully or partially fixed columns and beams connected to a centralcore as a stabilizing system can be used for buildings not higher than 40 storeys.
EK653
A system of pinned columns and beams connected to a central core(either a concrete core or vertical trusses) as a stabilizing system can be used for buildings not higher than […]
EK652
A framework of fully fixed columns and beams with moment resisting joints as a stabilizing system can be used for buildings not higher than 15 storeys.
EK635
Buildings with a height to width ratio smaller than one will mainly act as shear structures and the shear walls can be designed on a floor-to-floor basis. In taller buildings […]