Page 20 - Advanced Design Examples of Seismic Retrofit of Structures

Introduction Chapter 1 11

important failure modes of any selected resisting system, for them to be able to
understand both quantitatively and qualitatively the concept of applied retrofit
strategy as well as the mechanism of performance upgrade attained by which.

REFERENCES

[1] H. Yilmaz, T. Hachmann, Hands-on-experience on seismic retrofit in four different countries,
Int. J. Saf. Secur. Eng. 7 (4) (2017) 557–567.
[2] M. Arau ´jo, J.M. Castro, A critical review of European and American provisions for the seismic
assessment of existing steel moment-resisting frame buildings, J. Earthqu. Eng. (2017) 1–29.
[3] W.T. Holmes, Risk assessment and retrofit of existing buildings, Bull. N.Z. Soc. Earthqu. Eng.
33 (3) (2000) 222–248.
[4] S.J. Venture, G.D. Committee, Recommended Seismic Design Criteria for New Steel Moment-
Frame Buildings: Federal Emergency Management Agency, 2000.
[5] R. Hamburger, Implementing performance-based seismic design in structural engineering
practice, in: Paper Presented at the Proceedings of 11th World Conference on Earthquake
Engineering, Acapulco, Mexico, 1996.
[6] Federal Emergency Management Agency (FEMA), Prestandard and Commentary for the
Seismic Rehabilitation of Buildings, 2000.
[7] ASCE, Seismic rehabilitation of existing buildings (ASCE/SEI 41-13), American Society of
Civil Engineers, Reston, VA, USA, 2013.
[8] Federal Emergency Management Agency (FEMA), NEHRP Commentary on the Guidelines for
the Seismic Rehabilitation of Buildings: (FEMA 274), Reston, VA, 1997.
[9] G.P. Cimellaro, A.M. Reinhorn, M. Bruneau, Seismic resilience of a hospital system, Struct.
Infrastruct. Eng. 6 (1–2) (2010) 127–144.