Seismic Design of Steel Frames by Improved Direct Displacement-Based Design Method

Author:

Kalapodis Nicos A.,Muho Edmond V.,Beskos Dimitri E.

Publisher

Springer International Publishing

Reference14 articles.

1. EC8, Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings. EN 1998–1, European Committee for Standardization (CEN), Brussels, 2009

2. SEAOC. Recommended lateral force requirements and commentary. Sacramento (California): Structural Engineers Association of California; 1999

3. Sullivan TJ, Calvi GM, Priestley MJN, Kowalsky MJ (2003) The limitations and performances of different displacement-based design methods. J Earthquake Eng 7(SI 1):201–241

4. Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement-Based Seismic Design of Structures. IUSS Press, Pavia

5. Sullivan TJ, Priestley MJN, Calvi GM (2012): A model Code for the Displacement-Based Seismic Design of Structures. DBD12, IUSS Press, Pavia

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