Effect of ground motion duration on reinforced concrete shear wall buildings

This paper investigates the effect of earthquake ground motion duration on the design and collapse risk of reinforced concrete shear wall buildings from 6 to 30 stories. Both design and collapse levels of shaking were considered through nonlinear incremental dynamic analysis. At the design level of...

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Veröffentlicht in:	Earthquake spectra 2019-02, Vol.35 (1), p.311-331
Hauptverfasser:	Fairhurst, Michael, Bebamzadeh, Armin, Ventura, Carlos E
Format:	Artikel
Sprache:	eng
Schlagworte:	Asia attenuation British Columbia building codes buildings California Canada Chi-chi earthquake 1999 concrete construction materials damage data bases data processing earthquakes Engineering geology engineering properties Far East great earthquakes ground motion Hyogo-ken Nanbu earthquake 1995 Izmit earthquake 1999 Japan Landers earthquake 1992 megathrust earthquakes Mexico City earthquake 1985 Middle East numerical models plate tectonics seismic intensity Seismology steel subduction Taiwan Tohoku-Oki earthquake 2011 Turkey United States Vancouver British Columbia walls Western Canada
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Zusammenfassung:	This paper investigates the effect of earthquake ground motion duration on the design and collapse risk of reinforced concrete shear wall buildings from 6 to 30 stories. Both design and collapse levels of shaking were considered through nonlinear incremental dynamic analysis. At the design level of shaking, it was found that (1) maximum interstory drifts were increased as ground motion duration increased (from
ISSN:	8755-2930 1944-8201
DOI:	10.1193/101117EQS201M