A measure of the capacity of earthquake ground motions to damage structures

Author:

Rodriguez Mario

Publisher

Wiley

Subject

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

Reference29 articles.

1. ‘Limit design of structures to resist earthquakes’, Proc. 1st world conf. earthquake Eng., Berkeley, California, 1956, pp. 5-1–5-13.

2. and , ‘Implications of recorded earthquake ground motions on seismic design of building structures’, Report No. UCB/EERC-88/13, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1988.

3. and , ‘The capacity of extreme earthquake motions to damage structures’, in (ed.), Structural and Geotechnical Mechanics, Prentice-Hall, Englewood Cliffs, NJ, 1977, pp. 102–116.

4. and , ‘An evaluation of the damage functionals in earthquake-resistant design’, Proc. 9th Eur. conf. earthquake eng., Vol. 9, Moscow, 1990, pp. 303–312.

5. ‘Intensity of ground motions during strong earthquake’, Calif. Inst. of Technology, Earthquake Research Lab, August 1952.

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