Seismic behaviour of hybrid systems made of PR composite frames coupled with dissipative bracings

Author:

Amadio C.,Clemente I.,Macorini L.,Fragiacomo M.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Limit design of structures to resist earthquakes. Proceedings of the World Conference on Earthquake Engineering, Berkeley, CA, U.S.A., 1956; 5.1–5.13.

2. . Use of energy as a design criterion in earthquake-resistant design. Report UCB/EERC-88/18, Earthquake Research Centre University of California, Berkeley, U.S.A., 1988.

3. European Committee for Standardisation (CEN). Eurocode 8. Design Provisions for Earthquake Resistance Structure. Part 1: General Rules, Seismic Actions and Rules for Buildings, EN 1998-1. European Committee for Standardisation (CEN), 2002.

4. International Council of Building Code Officials. Uniform Building Code (UBC), Whittier, CA, 1997.

5. Federal Emergency Management Agency. NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 2000 Edition: Part 1—Provisions (FEMA 368), Part 2—Commentary (FEMA 369), Washington, DC, 2001.

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