Data for UTC Region II Year 2 Ranade-Okumus Final Report (doi:10.7910/DVN/BPEPAH)

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Part 1: Document Description
Part 2: Study Description
Part 3: Data Files Description
Part 4: Variable Description
Entire Codebook

Document Description

Citation

Title:

Data for UTC Region II Year 2 Ranade-Okumus Final Report

Identification Number:

doi:10.7910/DVN/BPEPAH

Distributor:

Harvard Dataverse

Date of Distribution:

2021-03-24

Version:

1

Bibliographic Citation:

Ravi Ranade; Pinar Okumus, 2021, "Data for UTC Region II Year 2 Ranade-Okumus Final Report", https://doi.org/10.7910/DVN/BPEPAH, Harvard Dataverse, V1, UNF:6:+VgAjNd7TTIqu82m1S+LkQ== [fileUNF]

Study Description

Citation

Title:

Data for UTC Region II Year 2 Ranade-Okumus Final Report

Identification Number:

doi:10.7910/DVN/BPEPAH

Authoring Entity:

Ravi Ranade (University at Buffalo)

Pinar Okumus (University at Buffalo)

Distributor:

Harvard Dataverse

Access Authority:

Stiesi, Ryan

Depositor:

Stiesi, Ryan

Date of Deposit:

2021-03-24

Study Scope

Keywords:

Engineering

Abstract:

The seismic vulnerability assessment methods currently used by state DOTs typically rely on as-built conditions of bridges. However, due to environmental deterioration, the structural performance can degrade over time. This research demonstrates the application of a combined durability-fragility assessment framework, developed by the authors, for a group of bridges in the states of New York and Washington. Corrosion of steel reinforcement is the main deterioration mechanism considered for durability evaluation. The computational framework demonstrated in this research consists of three parts: corrosion modeling, seismic fragility analysis, and risk analysis. The results show that all bridges become more vulnerable to seismicity due to corrosion deterioration. For a group of bridges, the order of vulnerability can change over time due to corrosion which affects the fragility each bridge differently depending on its layout, geometry, reinforcement detail, cover thicknesses, axial load ratio, salt exposure, etc. These results can be used to update the vulnerability scores of bridges and prioritize maintenance activities.

Methodology and Processing

Sources Statement

Data Access

Notes:

CC0 Waiver

Other Study Description Materials

File Description--f4467750

File: Data for UTC Region II Year 2 Ranade-Okumus final report.tab

  • Number of cases: 21

  • No. of variables per record: 2

  • Type of File: text/tab-separated-values

Notes:

UNF:6:+VgAjNd7TTIqu82m1S+LkQ==

Variable Description

List of Variables:

Variables

X:PGA(g)

f4467750 Location:

Variable Format: character

Notes: UNF:6:ThKKlrZb7ZDxdNh4ZHUXwg==

Y:Annualprobabilityofexceedance

f4467750 Location:

Summary Statistics: Max. 0.30757569; Valid 20.0; StDev 0.09646804368886291; Min. 3.4530857E-11; Mean 0.06766755694106466

Variable Format: numeric

Notes: UNF:6:+0HAyI3DJsNz5uxgryqstg==