Residual drift demands in moment-resisting steel frames subjected to narrow-band earthquake ground motions

Author:

Bojórquez Edén1,Ruiz-García Jorge2

Affiliation:

1. Facultad de Ingeniería Civil; Universidad Autónoma de Sinaloa; Calz. de las Américas y Boulevard Universitarios, Cd. Universitaria; 80040; Culiacán; México

2. Facultad de Ingeniería Civil; Universidad Michoacana de San Nicolás de Hidalgo; Edificio C, Planta Baja, Cd. Universitaria; 58040; Morelia; México

Publisher

Wiley

Subject

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

Reference30 articles.

1. The 1985 Mexico earthquake: causes and effects in Mexico City;Rosenblueth;Concrete International (ACI),1986

2. Okada T Kabeyasawa T Nakano T Maeda M Nakamura T Improvement of seismic performance of reinforced concrete school buildings in Japan-part 1: damage survey and performance evaluation after the 1995 Hyogo-Ken Nambu earthquake Proceedings of the 12th World Conference on Earthquake Engineering 2000

3. Iwata Y Sugimoto H Kuguamura H Reparability limit of steel structural buildings based on the actual data of the Hyogoken-Nanbu earthquake Proceedings of the 38 th Joint Panel. Wind and Seismic effects. NIST Special Publication 1057 2006 23 32

4. McCormick J Aburano H Ikenaga M Nakashima M Permissible residual deformation levels for building structures considering both safety and human elements Proceedings of the 14th World Conference on Earthquake Engineering 2008

5. Significance of residual drift in building earthquake loss estimation;Ramirez;Earthquake Engineering and Structural Dynamics,2012

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