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Service Life Prediction Of Pier For The Existing Reinforced Concete Bridges In Chloride-Laden Environment, Ming-Te Liang, Ran Huang, Shen-An Feng, Chi-Jang Yeh

Journal of Marine Science and Technology

The prediction method of service life for bridge structures is played an important role of bridge management system. In this paper, the mathematical modeling was to study the servise life prediction of pier for existing reinforced concrete (RC) bridge exposed to chloride environment. The corrosion process has three stages, the initiation time (tc), the depassivation time (tp), and the corrosion (propagation) time (tcorr). The total service life of pier for the existing RC bridge can be expressed as t = tc + tp + tcorr. Many mathematical models were applied to predicting each value of the tc, tp, and tcorr. …

Bridge_Works, Chris Driscoll

Architecture Senior Theses

Building typologies are generally well defined and functionally specific. A church is for worship, a house is for living, and a theater is for performing. In certain instances, these basic building typologies have been combined to form composite structures such as mixed-use housing/retail projects, or a house on a boat. The opportunities created by composite typologies have allowed for broader economic development, more complex and integrated programming, greater utility and richer social structures. A specific combination of typologies--the mix of infrastructural bridge with housing/retail/public space--has produced a few historically successful models[...] Over time, the bridge was developed from a simple …

Strengthening Of Rural Bridges Using Rapid-Installation Frp Technology: Route 63 Bridge No. H356, Phelps County, Dongming Yan, Jianbo Li, Chenglin Wu, Genda Chen

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

This report presents the use of externally bonded fiber reinforced polymers (FRP) laminates for the flexural strengthening of a concrete bridge. The bridge selected for this project is a two-span simply supported reinforced concrete slab with no transverse steel reinforcement located in Phelps County, MO. The original construction combined with the presence of very rigid parapets caused the formation of a 1-inch wide longitudinal crack, which resulted in the slab to behave as two separate elements. The structural behavior was verified using a finite element model (FEM) of the bridge. The bridge analysis was performed for maximum loads determined in …

The Bridge To Nowhere: History Detectives And The Office Of The State Archaeologist Team Up To Solve A Mystery, Jonathan Leader

Faculty & Staff Publications

No abstract provided.

Laboratory Testing Of Precast Bridge Deck Panel Transverse Connections For Use In Accelerated Bridge Construction, Scott D. Porter

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

Precast concrete bridge deck panels have been used for decades to accelerate bridge construction. Cracking of the transverse connection between panels is a common problem that can damage deck overlays and cause connection leaking leading to corrosion of lower bridge elements.

To better understand the behavior of bridge deck transverse female-to-female connections, shear and moment lab testing were performed at Utah State University for the Utah Department of Transportation. Two existing UDOT connections were tested, a welded stud connection and a post tensioned connection. A variation of the welded connection using rebar was also tested. In addition, two new curved …

Earthquake Resistance Of Integral Abutment Bridges, Robert J. Frosch, Michael E. Kreger, Aaron M. Talbott

JTRP Technical Reports

intermediate length bridges. Integral abutment construction eliminates joints and bearings which reduce long-term maintenance costs. However, in the absence of joints and bearings, the bridge abutments and foundations must be able to accommodate lateral movements from thermal expansion and contraction of the superstructure and from seismic events. Previous research has focused on the response to thermal expansion and contraction. The current research examines the response of integral abutment bridges to seismic loading. A field investigation was conducted to examine the response of an integral abutment to lateral loading from thermal expansion and contraction. The results were used to calibrate analytical …

Deterring Cliff-Swallow Nesting On Highway Structures Using Bioacoustics And Surface Modifications, Jaclyn S. Conklin, Michael J. Delwiche, W. Paul Gorenzel, Robert W. Coates

Human–Wildlife Interactions

Cliff swallows (Petrochelidon pyrrhonota) are migratory birds that breed in colonies and frequently nest on highway structures. Protected by the Migratory Bird Treaty Act of 1918, swallows in their active nests cannot be harmed by nesting-control methods. This causes problems and delays in maintenance of structures by divisions of many departments of transportation. We evaluated 2 aversion strategies, bioacoustic deterrents and surface modifi cations, for their effect on cliff swallow nesting behavior. The bioacoustic deterrents consisted of sonic devices that broadcast 8 unique recordings of alarm and distress calls of cliff swallows. We made surface modifications, mounting high-density …

Silver City, Nm Hms Network, Leandro Flores, Mark Harberts, Lawrence Deshler

Design and Planning Assistance Center - Projects

No abstract provided.

Deterring Cliff-Swallow Nesting On Highway Structures Using Bioacoustics And Surface Modifications, Jaclyn S. Conklin, Michael J. Delwiche, W. Paul Gorenzel, Robert W. Coates

Human–Wildlife Interactions

Cliff swallows (Petrochelidon pyrrhonota) are migratory birds that breed in colonies and frequently nest on highway structures. Protected by the Migratory Bird Treaty Act of 1918, swallows in their active nests cannot be harmed by nesting-control methods. This causes problems and delays in maintenance of structures by divisions of many departments of transportation. We evaluated 2 aversion strategies, bioacoustic deterrents and surface modifications, for their effect on cliff swallow nesting behavior. The bioacoustic deterrents consisted of sonic devices that broadcast 8 unique recordings of alarm and distress calls of cliff swallows. We made surface modifications, mounting high-density polyethylene …

Induced Karyomorphological Variations In Three Phenodeviants Of Capsicum Annuum L., Girjesh Kumar, Priyanka Gupta

Turkish Journal of Biology

EMS was used as a mutagen in Capsicum annuum L. to isolate karyomorphological mutants. Seeds of Capsicum annuum L. var Azad were first pre-soaked in distilled water and then treated with 0.5% solution of EMS for 3 durations, i.e. 3, 5, and 7 h, and genetic segregation was closely observed. Many chromosomal anomalies like stickiness, bridges, and multivalent, secondary associations, laggards, and precocious movement were observed after all 3 durations of treatment. These anomalies showed a dose-dependent increase in frequency. The morphological parameters showed a decreasing trend along with the increasing dose. However, with the 7-h dose 3 morphologically distinct …

Gust Responses Of Bridges To Spatially Varying Wind Exciations And Calibration Of Wind Load Factors, Ziran Hu

Digitized Theses

The study is focused on two aspects relating to the bridge design: the gust factor and wind load factors. The concept and the assessment of the gust factor developed by Alan G. Davenport are essential for bridge design under buffeting forces. However, systematic parametric investigation of the standard deviation of fluctuating wind-induced bridge responses and the gust factor, by considering the spatio-temporal varying along and cross winds and aerodynamic damping has not be given, although a simple to use approximate equation is available. Such an investigation is given in the present study by including/excluding the aeroelastic self-excited forces. The results …