Seismic yield displacements of plane moment resisting and x-braced steel frames

Author:

Dimopoulos Athanasios I.,Bazeos Nikitas,Beskos Dimitri E.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference26 articles.

1. Defining performance objectives;Hamburger,1997

2. Displacement Based Seismic Design of Structures;Priestley,2007

3. Karavasilis T.L., Bazeos N., Beskos D.E., A hybrid force/displacement seismic design method for steel building frames, in CD-ROM, proceedings of the 14th World Conference on Earthquake Engineering, October 12–17, 2008, Beijing,China.

4. Comparison of three seismic design methods for plane steel frames;Bazeos;Soil Dynamics and Earthquake Engineering,2009

5. Eurocode 8 (EC8), Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings, European Standard EN 1998-1, European Committee for Standardization (CEN), Brussels, 2004

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