Influence of earthquake ground-motion duration on damage estimation: application to steel moment resisting frames

Author:

Barbosa Andre R.1,Ribeiro Filipe L. A.23,Neves Luis A. C.4

Affiliation:

1. Assistant Professor, School of Civil and Construction Engineering; Oregon State University; Corvallis OR USA

2. PhD Student, UNIC, Department of Civil Engineering; Universidade Nova de Lisboa; Lisbon Portugal

3. Visiting PhD Student, School of Civil and Construction Engineering; Oregon State University; Corvallis OR USA

4. Lecturer, Nottingham Transport Engineering Centre (NTEC); University of Nottingham; Nottingham UK

Funder

Fundação para a Ciência e a Tecnologia

UNIC Research Center

Oregon State University

Nottingham Transportation Engineering Center

Publisher

Wiley

Subject

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

Reference61 articles.

1. A state-of-knowledge review of the influence of strong-motion duration on structural damage;Hancock;Earthquake Spectra,2006

2. Number of equivalent cycles concept for liquefaction evaluations- revisited;Green;Journal of Geotechnical and Geoenvironmental Engineering,2005

3. Nassar A Krawinkler H Seismic demands for SDOF and MDOF systems Technical Report California 1991

4. Earthquakes, records, and nonlinear responses;Shome;Earthquake Spectra,1998

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