A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings
Nonlinear static methods may be not very effective in the assessment of 3D building structures because sometimes they do not provide an accurate estimate of the deck rotations. In order to overcome this shortcoming, the authors of this chapter proposed a nonlinear static approach for asymmetric structures that is performed applying the lateral force with two different eccentricities (named corrective eccentricities) with respect to the centre of mass of the deck. In this chapter the effectiveness of the corrective eccentricity method is verified with reference to four five-storey mass eccentric steel buildings in which the seismic force is sustained by frames equipped with buckling restrained braces.
Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings
Nonlinear static methods may be not very effective in the assessment of 3D building structures because sometimes they do not provide an accurate estimate of the deck rotations. In order to overcome this shortcoming, the authors of this chapter proposed a nonlinear static approach for asymmetric structures that is performed applying the lateral force with two different eccentricities (named corrective eccentricities) with respect to the centre of mass of the deck. In this chapter the effectiveness of the corrective eccentricity method is verified with reference to four five-storey mass eccentric steel buildings in which the seismic force is sustained by frames equipped with buckling restrained braces.
Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings
Geotechnical, Geological
Zembaty, Zbigniew (editor) / De Stefano, Mario (editor) / Bosco, Melina (author) / Ferrara, Giovanna A. F. (author) / Ghersi, Aurelio (author) / Marino, Edoardo M. (author) / Rossi, Pier Paolo (author)
Seismic Behaviour and Design of Irregular and Complex Civil Structures II ; Chapter: 17 ; 193-203
2016-01-01
11 pages
Article/Chapter (Book)
Electronic Resource
English
| British Library Conference Proceedings | 2016
| British Library Online Contents | 2017