Fragility curves for bridges under differential support motions

Publication: Research - peer-reviewBook chapter – Annual report year: 2012

Standard

Fragility curves for bridges under differential support motions. / Konakli, Katerina.

Proceedings of the sixteenth IFIP WG 7.5 Working Conference. 2012.

Publication: Research - peer-reviewBook chapter – Annual report year: 2012

Harvard

Konakli, K 2012, 'Fragility curves for bridges under differential support motions'. in Proceedings of the sixteenth IFIP WG 7.5 Working Conference.

APA

Konakli, K. (2012). Fragility curves for bridges under differential support motions. In Proceedings of the sixteenth IFIP WG 7.5 Working Conference.

CBE

Konakli K. 2012. Fragility curves for bridges under differential support motions. In Proceedings of the sixteenth IFIP WG 7.5 Working Conference.

MLA

Konakli, Katerina "Fragility curves for bridges under differential support motions". Proceedings of the sixteenth IFIP WG 7.5 Working Conference. 2012.

Vancouver

Konakli K. Fragility curves for bridges under differential support motions. In Proceedings of the sixteenth IFIP WG 7.5 Working Conference. 2012.

Author

Konakli, Katerina / Fragility curves for bridges under differential support motions.

Proceedings of the sixteenth IFIP WG 7.5 Working Conference. 2012.

Publication: Research - peer-reviewBook chapter – Annual report year: 2012

Bibtex

@inbook{96ab0cebf8b3433e839f38045d027eed,
title = "Fragility curves for bridges under differential support motions",
author = "Katerina Konakli",
year = "2012",
booktitle = "Proceedings of the sixteenth IFIP WG 7.5 Working Conference",

}

RIS

TY - CHAP

T1 - Fragility curves for bridges under differential support motions

A1 - Konakli,Katerina

AU - Konakli,Katerina

PY - 2012

Y1 - 2012

N2 - This paper employs the notion of fragility to investigate the seismic vulnerability of bridges subjected to spatially varying support motions. Fragility curves are developed for four highway bridges in California with vastly different structural characteristics. The input in this analysis consists of simulated ground motion arrays with temporal and spectral nonstationarities, and consistent with prescribed spatial variation patterns. Structural damage is quantified through displacement ductility demands obtained from nonlinear time-history analysis. The potential use of the ‘equal displacement’ rule to approximately evaluate displacement demands from analysis of the equivalent linear systems is examined.

AB - This paper employs the notion of fragility to investigate the seismic vulnerability of bridges subjected to spatially varying support motions. Fragility curves are developed for four highway bridges in California with vastly different structural characteristics. The input in this analysis consists of simulated ground motion arrays with temporal and spectral nonstationarities, and consistent with prescribed spatial variation patterns. Structural damage is quantified through displacement ductility demands obtained from nonlinear time-history analysis. The potential use of the ‘equal displacement’ rule to approximately evaluate displacement demands from analysis of the equivalent linear systems is examined.

BT - Proceedings of the sixteenth IFIP WG 7.5 Working Conference

T2 - Proceedings of the sixteenth IFIP WG 7.5 Working Conference

ER -