Seismic performance of a two-span steel girder bridge with ABC connections

2021 ◽  
Vol 241 ◽  
pp. 112502
Author(s):  
Elmira Shoushtari ◽  
M. Saiid Saiidi ◽  
Ahmad Itani ◽  
Mohamed A. Moustafa
Keyword(s):  
Seismic Performance ◽  
Steel Girder ◽  
Steel Girder Bridge ◽  
Girder Bridge

Seismic Performance Research of Steel Girder Bridge with Isolation Bearings and Restrainer Cables

2013 ◽  
Vol 353-356 ◽  
pp. 2000-2003
Author(s):  
Peng Zhang ◽  
Cui Ping Pang ◽  
Min Yuan ◽  
Wan Wen Wang
Keyword(s):  
Seismic Performance ◽  
Seismic Isolation ◽  
Steel Girder ◽  
Girder Bridges ◽  
Steel Girder Bridges ◽  
Lead Rubber Bearings ◽  
Steel Girder Bridge ◽  
Girder Bridge ◽  
Rubber Bearings ◽  
Existing Bridges

The seismic performance of multi-span simply supported steel-girder bridges with sliding and high rocker steel bearings is poor during earthquakes. During the past 20 years, seismic isolation has emerged as one of the most promising strategy for improving the seismic performance of existing bridges. In this study elastomeric bearings, lead-rubber bearings, and cable restrainers are attempted to modify the seismic response of bridges, and theirs effects are analyzed and compared.

Life Cycle Cost Management Strategy on Corrosion Deterioration and Fatigue Damage of Steel Girder Bridge

2008 ◽  
Vol 385-387 ◽  
pp. 845-848
Author(s):  
Moe M.S. Cheung ◽  
Kevin K.L. So ◽  
Xue Qing Zhang
Keyword(s):  
Life Cycle ◽  
Fatigue Damage ◽  
Life Cycle Cost ◽  
Management Strategies ◽  
Maintenance Cost ◽  
Steel Girder ◽  
Damage Models ◽  
Failure Cost ◽  
Steel Girder Bridge ◽  
Girder Bridge

This paper proposes a life-cycle cost (LCC) management methodology that integrates corrosion deterioration and fatigue damage mechanisms. This LCC management methodology has four characterized features: (1) corrosion deterioration and fatigue damage models are used to predict the time when the pre-defined limits are reached; (2) the performance of the steel girder is measured by condition state sets in which deflection, moment and shear capacities and fatigue strength limits are considered altogether; (3) the cost-effectiveness of management strategies are measured by the performance improvement per unit of money spent; and (4) the LCC model includes initial design/construction cost, inspection cost, maintenance cost, repair/rehabilitation cost and failure cost. A steel girder bridge is used as an example to demonstrate the application of the proposed LCC management methodology.

Steel Girder Bridge with RC Deck Retrofit From Non-Composite to Composite Behaviour

2016 ◽  
Author(s):  
Abheetha Peiris ◽  
Issam Elias Harik
Keyword(s):  
Field Tests ◽  
High Strength ◽  
The United States ◽  
Field Application ◽  
Steel Girder ◽  
Shear Connectors ◽  
Before And After ◽  
Steel Girder Bridge ◽  
Girder Bridge ◽  
Concrete Deck

In the past, a number of steel girder-reinforced concrete deck bridges on county roads in the United States have been built as non-composite. Most of these bridges currently have load postings limiting the capacity of bus and truck loads on their roadways. Recent research showed that post installed high strength bolts could be used as shear connectors in rehabilitation work to achieve partial composite design by deploying 30% to 50% of the connectors typically required for a full composite design. This paper presents details on the analysis, design, and field application of post-installed shear connectors on a non-composite concrete deck steel girder bridge in Kentucky. In order to minimize traffic disruption and construction costs, the shear connectors were inserted on the bottom side of the deck through the top flange of the steel girder. While the load rating increased by 132%, field tests conducted before and after installation of the shear connectors showed that the bridge's live load deflections were reduced by more than 27%.

Field Measurements on Steel Girder Bridge with Skewed Supports Utilizing Lean-On Bracing

2009 ◽  
Author(s):  
Jeremiah Fasl ◽  
Michelle Romage ◽  
Todd Helwig ◽  
Reagan Herman ◽  
Karl Frank
Keyword(s):  
Field Measurements ◽  
Steel Girder ◽  
Steel Girder Bridge ◽  
Skewed Supports ◽  
Girder Bridge

Removal of Diaphragms from Three-Span Steel Girder Bridge

2000 ◽  
Vol 5 (3) ◽  
pp. 267-269 ◽  
Author(s):  
Martin P. Burke ◽  
J. M. Stallings ◽  
T. E. Cousins ◽  
T. E. Stafford
Keyword(s):  
Steel Girder ◽  
Steel Girder Bridge ◽  
Girder Bridge

Modal analysis of a three-span curved steel girder bridge

2000 ◽  
Author(s):  
Bryant G. Nielson ◽  
Kevin C. Womack ◽  
Marvin W. Halling
Keyword(s):  
Modal Analysis ◽  
Steel Girder ◽  
Steel Girder Bridge ◽  
Girder Bridge ◽  
Curved Steel
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