Seismic design criteria for chevron CBFs: Proposals for the next EC8 (part-2)

Author:

Costanzo Silvia,D'Aniello Mario,Landolfo Raffaele

Publisher

Elsevier BV

Subject

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

Reference39 articles.

1. Seismic behavior of concentrically braced steel frames;Khatib,1988

2. Seismic design of low- and medium-rise chevron braced steel frames;Tremblay;Can. J. Civ. Eng.,2000

3. Seismic performance of low- and medium-rise chevron braced steel frames;Tremblay;Can. J. Civ. Eng.,2001

4. Response modification factor of Chevron-Braced Frames;Kim;Eng. Struct.,2005

5. Eurocode 8: Design of Structures for Earthquake Resistance – Part 1: General Rules, Seismic Actions and Rules for Buildings;EN 1998-1-1,2005

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