A simplified procedure to estimate peak drift demands for mid-rise steel and R/C frames under narrow-band motions in terms of the spectral-shape-based intensity measure I

Author:

Bojórquez Edén,Baca Victor,Bojórquez Juan,Reyes-Salazar Alfredo,Chávez Robespierre,Barraza Manuel

Funder

El Consejo Nacional de Ciencia y Tecnología

Universidad Autónoma de Sinaloa

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. Housner GW. Spectrum intensities of strong motion earthquakes. In: Proceedings of the symposium on earthquake and blast effects on structures. Earthquake Engineering Research Institute; 1952.

2. Housner GW. Measures of severity of ground shaking. U.S. conference on earthquake engineering. Earthquake Engineering Research Institute; 1975.

3. Arias A. A measure of earthquake intensity. In: Hansen RJ, editor, Seismic design for nuclear power plants. Cambridge (MA): MIT Press; 1970. p. 438–483.

4. Aptikaev FF. On the correlations of MM intensity with parameters of ground shaking. In: The 7th European conference on earthquake engineering, Atenas, Grecia; 1982.

5. Von-Thun JL, Rochin LH, Scott GA, Wilson JA. Earthquake ground motions for design and analysis of dams. In: Earthquake engineering and soil dynamics: II. Recent advance in ground-motion evaluation. Geotechnical Special Publication 20. New York: ASCE; 1988. p. 463–81.

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