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Filtering by: Alternative title ssim EC 743 Remove constraint Alternative title ssim: EC 743 Committee Member Scott, Michael H. Remove constraint Committee Member: Scott, Michael H.

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Investigation of the behavior of diagonally cracked full-scale CRC deck-girders injected with epoxy resin and subjected to axial tension

Creator:

Smith, Matthew T. (Matthew Todd)

Abstract:

Article 1: Behavior of Epoxy Injected Diagonally Cracked Full-Scale CRC Deck-Girders. Many cast-in place reinforced concrete deck-girder bridges (RCDG) remain in the national inventory and exhibit diagonal cracking. Epoxy injection has been in use for several decades as a method for sealing diagonal cracks, but the effects on girder behavior...

Resource Type:

Masters Thesis

Full Text:

distinct loading scenario during the injection and curing phases. Specimen 2-EC was injected and cured
New acoustic emission applications in civil engineering

Creator:

Schumacher, Thomas

Abstract:

Non-destructive testing methods and applications have become of increasing interest due to the worldwide aging and deteriorating infrastructure network. In the field of Civil Engineering, bridges and bridge components as well as non-structural elements such as roadway pavements for example, are affected. In particular, the Acoustic Emission (AE) technique offers...

Resource Type:

Dissertation
Probabilistic Multi-hazard Earthquake-Tsunami Structural Risk Assessment Framework

Creator:

Alam, Mohammad Shafiqual

Abstract:

Catastrophic earthquake and tsunami events that resulted in significant loss of life and property over the past two decades have raised the global awareness regarding the need to understand the response of communities and their built environment to multi-hazard extreme events. In recognition to this impending threat to the coastal...

Resource Type:

Dissertation
Experimental and Analytical Studies of Large-Scale Pile Caps

Creator:

Al-Sakin, Yasmeen

Abstract:

Pile caps are structural elements used to transfer loads from columns to a group of piles, which transfer them to stronger soil layers. Pile cap with horizontal distance between the column and piles less than twice its effective depth is categorized as "deep," where significant nonlinear strain distribution occurs through...

Resource Type:

Dissertation

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Academic Affiliation

Civil and Construction Engineering2
Civil, Construction, and Environmental Engineering1
School of Civil and Construction Engineering1

Advisor

Higgins, Christopher C.3
Barbosa, Andre Ramos1

Commencement Year

Commencement Year range begin – Commencement Year range end

Current results range from 2008 to 2022

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Committee Member

Scott, Michael H.[remove]4
Cox, Daniel T.2
Bay, Brian K.1
Fischer, Erica1
Hoyle, Christopher1
more Committee Members »

Creator

Al Sakin, Yasmeen1
Alam, Mohammad Shafiqual1
Schumacher, Thomas1
Smith, Matthew T. (Matthew Todd)1

Contributor

Higgins, Christopher C.1
Newell, James1
Sorentino, Anthony1
Yu, Kent1

Date

Date range begin – Date range end

Current results range from 2007 to 2022

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Decade

2020-20291
2010-20191
2000-20092

Degree Field

Civil Engineering4

Degree Level

Doctoral3
Master's1

Degree Name

Doctor of Philosophy (Ph.D.)3
Master of Science (M.S.)1

File Format

application/pdf1

Language

English [eng]4

License

All rights reserved4

Non-Academic Affiliation

Oregon State University. Graduate School2

Peer Reviewed

No4

Resource Type

Dissertation3
Masters Thesis1

Rights Statement

In Copyright4

Subject

Acoustic emission testing -- Mathematical models1
Axial loads1
Bridges -- Live loads -- Testing -- Mathematical models1
Bridges, Concrete -- Cracking1
Bridges, Concrete -- Maintenance and repair1
more Subjects »

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