Seismic assessment of concentric X-braced steel frames

Author:

Grande Ernesto,Rasulo Alessandro

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. European Committee for Standardization – Eurocode 8. Design of structures for earthquake resistance. Part 1: General rules. EN1998-1-2004. CEN, Brussels: Seismic Actions and Rules for Buildings.

2. Building Seismic Safety Council – NEHRP recommended provisions for seismic regulations for new buildings and other structures (FEMA 450). Washington (DC): Federal Emergency Management Agency; 2003.

3. Brandonisio G, De Luca A, Grande E, Mele E. Non-linear response of concentric braced frames. In: The 5th international conference on behaviour of steel structures in seismic areas – Stessa 2006, Yokohama, Japan; 2006. p. 99–405.

4. De Luca A, Grande E, Mele E. Implications of code provisions in the seismic design of concentric braced frames. In: The 5th international conference on behaviour of steel structures in seismic areas – Stessa 2006, Yokohama, Japan; 2006. p. 855–61.

5. De Luca A, Grande E, Mele E. Ductile design of CBF steel structures. In: Improvement of buildings’ structural quality by new technologies – proceedings of the final conference of COST action C12 2005, Innsbruck, Austria; 2005. p. 629–37.

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