Numerical modelling of CFS two-storey sheathing-braced building under shaking-table excitations

Author:

Campiche Alessia,Fiorino Luigi,Landolfo Raffaele

Funder

European Union Seventh Framework Programme

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Validation of nonlinear time history analysis models for single-storey concentrically braced frames using full-scale shake table tests;Goggins;Earthq. Eng. Struct. Dyn.,2013

2. Full-scale shake table tests of the tension-only concentrically braced steel beam-through frame;Chen;J. Constr. Steel Res.,2018

3. Shake table testing of a low damage steel building with asymmetric friction connections (AFC);Rad;J. Constr. Steel Res.,2019

4. Shake table tests of special concentric braced frames under short and long duration earthquakes;Hammad;Eng. Struct.,2019

5. Equivalent shear link modeling and performance analysis of cold formed steel structures under earthquake loading;Bourahla;Proc. 9th U.S. Natl. 10th Can. Conf. Earthq. Eng,2010

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