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Fragility analysis of cable stayed bridges

Khan R.A. Datta T.K. Ahmad S.

Articolo Immagine

ISSN:

0394-5103

Rivista:

European Earthquake Engineering

Anno:

2005

Numero:

3

Fascicolo:

European Earthquake Engineering N.3/2005

Articoli dello stesso fascicolo

Khoshnoudian F., Hashemi M.A. - Influence of possible foundation uplift on the seismic beaviour of tall buildings for horizontal tabas record

Iskhakov I, Ribakov Y. - Influence of Various Reinforcing Arrangements and of Gravitation Stresses on Hysteretic Behavior of RC Sections

Srbulov M. - Simple physical models of sand liquifaction and flow failure induced by earthquakes

Srbulov M. - Simplified analyses of soil lateral forces on retaining walls during earthquakes

Ghaemian M., Noorzad A., Moradi Moghaddam M.R. - Foundation effect on seismic response of concrete arch dams including dam-reservoir interaction

Khan R.A., Datta T.K., Ahmad S. - Fragility analysis of cable stayed bridges

- Letters to the Editor

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Islam N., Ahmad S. - Earthquake response of articulated off-shore tower

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Khan R.A., Datta T.K., Ahmad S. - First passage failure of cable stayed bridges under random ground motion

Naqvi T., Datta T.K., Ramana G.V. - Microzonation of large cities with respects to PGA and safe period of buildings

Sarbjeet S., Datta T.K. - Acceleration control of seismically excited tall buildings

Agarwal A.K., Datta T.K. - Nonlinaer response of secondary system due to Yelding of torsionally coupled primary system

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Solima H.O., Datta T.K. - Response of continuous beam bridges to multiple support ground motion

Jangid R.S., Datta T.K. - Seismic behaviour of torsionally compled base isolated structure

Hamzeh S., Datta T.K., Kazimi S.M.A. - response of torsionally coupled systems to random ground motion

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