a methodology for determining the seismic vulnerability of old concrete highway bridges by using fragility curves

Authors

araliya mosleh

jose jara

humberto varum

abstract

past earthquakes have demonstrated that old rc bridges may be seismically vulnerable. bridge responses during the last decades illustrated the necessity of the seismic assessment of bridges especially those which were designed with old codes. in this research an existing concrete bridge representative of the most common bridges in the highway system in iran are studied. push over and nonlinear time history analyses using refined 3-d structural models are performed for each sample. bridge structural systems are identified and quantified to establish a set of earthquake-site-bridge samples. the superstructure was assumed to remain elastic and the nonlinear behavior in piers was modeled by assigning plastic hinges in columns. the soil flexibility was considered by using elastic spring elements. displacement ductility and peak ground acceleration (pga) were selected as seismic performance indicator and intensity measure, respectively. ten time history records from the past earthquakes were selected. they were scaled and applied incrementally to the 3-d model to evaluate seismic performance of the bridge. furthermore, bridge damage states were defined and the probabilistic characteristics of structural capacity corresponding to each damage state were established. then, the conditional probabilities of specific structural demand to exceed the structural capacity were computed and the results were displayed as fragility curves.

Upgrade to premium to download articles

Sign up to access the full text

Already have an account?login

similar resources

A methodology for Determining the Seismic Vulnerability of Old Concrete Highway Bridges by Using Fragility Curves

Past earthquakes have demonstrated that old RC bridges may be seismically vulnerable. Bridge responses during the last decades illustrated the necessity of the seismic assessment of bridges especially those which were designed with old codes. In this research an existing concrete bridge representative of the most common bridges in the highway system in Iran are studied. Push over and nonlinear ...

full text

Development of Fragility and Reliability Curves and Seismic Vulnerability Evaluation of Talehzang Concrete Bridge

Bridges are potentially one of the most seismically vulnerable structures in the highway system during earthquake &#10 &#10events. It is known that the seismic performance of transportation systems plays a key role in the post-earthquake emergency management. Hence, it is necessary to evaluate both physical and functional aspects of bridge structures. The physical aspects of the seismic perform...

full text

Fragility Curve Development for Assessing the Seismic Vulnerability of Highway Bridges (1997-1999)

The purpose of this research is to set forth the basis for developing fragility curves that can be used in various ways as part of a seismic vulnerability analysis methodology for highway bridges. To develop a set of fragility curves for various damage states for a specific bridge, the notion of adjusting “Standard Bridge” fragility curves for sitespecific effects is adopted. Only three sources...

full text

Development of Fragility and Reliability Curves and Seismic Vulnerability Evaluation of Talehzang Concrete Bridge

Bridges are potentially one of the most seismically vulnerable structures in the highway system during earthquake events. It is known that the seismic performance of transportation systems plays a key role in the post-earthquake emergency management. Hence, it is necessary to evaluate both physical and functional aspects of bridge structures. The physical aspects of the seismic performance...

full text

Probabilistic Approach to the Seismic Vulnerability of RC Frame Structures by the Development of Analytical Fragility Curves

Fragility curves are very useful in quantifying the physical and economic damage of buildings that have undergone an earthquake. This paper presents the development of analytical fragility curves representative of mid-rise residential structures built with reinforced concrete, taking into account the specific structural characteristics of Algerian buildings. The derivation of the analytical fra...

full text

My Resources

Save resource for easier access later


Journal title:
journal of structural engineering and geo-techniques

Publisher: civil engineering & construction research center (ccrc), qiau

ISSN

volume 5

issue 1 2015

Hosted on Doprax cloud platform doprax.com

copyright © 2015-2023