Seismic performance of chevron braced steel frames with and without viscous fluid dampers as a function of ground motion and damper characteristics

Author:

Dicleli Murat,Mehta Anshu

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. Seismic demands on steel braced frame buildings with buckling-restrained braces;Sabelli;Engineering Structures,2003

2. Khatib IF, Mahin SA, Pister KS. Seismic behavior of concentrically braced steel frames. Report no. UCB/EERC-88/01. Earthquake Engineering Research Centre; 1988

3. Concentrically braced frames under seismic actions: Nonlinear behavior and design coefficients;Perotti;Earthquake Engineering and Structural Dynamics,1991

4. Seismic performance of low- and medium-rise chevron braced steel frames;Tremblay;Canadian Journal of Civil Engineering,2001

5. The Mexico earthquake of September 19, 1985: Behavior of steel buildings;Osteraas;Earthquake Spectra,1989

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