Author: Ryan Robert Paradis
Publisher:
ISBN:
Category :
Languages : en
Pages : 344
Book Description
Loads were applied to the structure in the undamaged condition to obtain baseline behavior and at various levels of damage. Damage was inflicted to the exterior girder of the bridge to simulate field damage. Damage consisted of both removal of concrete and the severing of the prestressing strands. Concrete and steel were removed in small increments so that critical levels of damage could be determined. A total of thirteen levels of damage were inflicted on the exterior girder, each subjected to various load tests. The results of the tests are compared throughout the range of damage levels to determine bridge behavior in the damaged condition.
Experimental Investigation of a Prestressed Concrete Girder Bridge Model
Author: Ryan Robert Paradis
Publisher:
ISBN:
Category :
Languages : en
Pages : 344
Book Description
Loads were applied to the structure in the undamaged condition to obtain baseline behavior and at various levels of damage. Damage was inflicted to the exterior girder of the bridge to simulate field damage. Damage consisted of both removal of concrete and the severing of the prestressing strands. Concrete and steel were removed in small increments so that critical levels of damage could be determined. A total of thirteen levels of damage were inflicted on the exterior girder, each subjected to various load tests. The results of the tests are compared throughout the range of damage levels to determine bridge behavior in the damaged condition.
Publisher:
ISBN:
Category :
Languages : en
Pages : 344
Book Description
Loads were applied to the structure in the undamaged condition to obtain baseline behavior and at various levels of damage. Damage was inflicted to the exterior girder of the bridge to simulate field damage. Damage consisted of both removal of concrete and the severing of the prestressing strands. Concrete and steel were removed in small increments so that critical levels of damage could be determined. A total of thirteen levels of damage were inflicted on the exterior girder, each subjected to various load tests. The results of the tests are compared throughout the range of damage levels to determine bridge behavior in the damaged condition.
Experimental Investigation of Elastic Load Distribution Characteristics of a Prestressed Concrete Multi-beam Bridge
Author: Frederick Lane Moreadith
Publisher:
ISBN:
Category :
Languages : en
Pages : 59
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 59
Book Description
An Experimental Study of Static and Dynamic Responses of Prestressed Concrete Bos Girder Bridges
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 13
Book Description
Experimental data from static and dynamic tests on 1/7-scale direct models of simply supported, one- and two-cell, box girder bridges are presented. Variation of flexural and torsional stiffnesses and dynamic characteristics, such as the natural frequency of vibrations and dampinig ratios of the bridge models at different levels of cracking damage, are examined; in turn, these dynamic characteristics can be used to estimate the cracking damage in the bridge. the physical model proved to be an adequate tool for the study of static and dynamic responses of box girder bridges at all load levels.
Publisher:
ISBN:
Category :
Languages : en
Pages : 13
Book Description
Experimental data from static and dynamic tests on 1/7-scale direct models of simply supported, one- and two-cell, box girder bridges are presented. Variation of flexural and torsional stiffnesses and dynamic characteristics, such as the natural frequency of vibrations and dampinig ratios of the bridge models at different levels of cracking damage, are examined; in turn, these dynamic characteristics can be used to estimate the cracking damage in the bridge. the physical model proved to be an adequate tool for the study of static and dynamic responses of box girder bridges at all load levels.
Behaviour of a One Cell Prestressed Concrete Box Girder Bridge Experimental Study
Author: Amar Hadj-arab
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
An experimental study of the behaviour of a 1:7.10 scale direct physical model of a simply supported single span, one cell, prestressed concrete box girder bridge is presented. The experimental techniques developed for construction and the instrumentation required during testing of the bridge model are summarized. Variation of the flexural stiffness and the dynamic characteristics, such as the damping ratio and the fundamental natural frequency, of the bridge model at different level of damage are presented. [...].
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
An experimental study of the behaviour of a 1:7.10 scale direct physical model of a simply supported single span, one cell, prestressed concrete box girder bridge is presented. The experimental techniques developed for construction and the instrumentation required during testing of the bridge model are summarized. Variation of the flexural stiffness and the dynamic characteristics, such as the damping ratio and the fundamental natural frequency, of the bridge model at different level of damage are presented. [...].
Prestress Losses in Pretensioned High-strength Concrete Bridge Girders
Author: Maher K. Tadros
Publisher: Transportation Research Board
ISBN: 030908766X
Category : Technology & Engineering
Languages : en
Pages : 73
Book Description
"The HCM includes three printed volumes (Volumes 1-3) that can be purchased from the Transportation Research Board in print and electronic formats. Volume 4 is a free online resource that supports the rest of the manual. It includes: Supplemental chapters 25-38, providing additional details of the methodologies described in the Volume 1-3 chapters, example problems, and other resources; A technical reference library providing access to a significant portion of the research supporting HCM methods; Two applications guides demonstrating how the HCM can be applied to planning-level analysis and a variety of traffic operations applications; Interpretations, updates, and errata for the HCM (as they are developed);A discussion forum allowing HCM users to ask questions and collaborate on HCM-related matters; and Notifications of chapter updates, active discussions, and more via an optional e-mail notification feature."--Publisher.
Publisher: Transportation Research Board
ISBN: 030908766X
Category : Technology & Engineering
Languages : en
Pages : 73
Book Description
"The HCM includes three printed volumes (Volumes 1-3) that can be purchased from the Transportation Research Board in print and electronic formats. Volume 4 is a free online resource that supports the rest of the manual. It includes: Supplemental chapters 25-38, providing additional details of the methodologies described in the Volume 1-3 chapters, example problems, and other resources; A technical reference library providing access to a significant portion of the research supporting HCM methods; Two applications guides demonstrating how the HCM can be applied to planning-level analysis and a variety of traffic operations applications; Interpretations, updates, and errata for the HCM (as they are developed);A discussion forum allowing HCM users to ask questions and collaborate on HCM-related matters; and Notifications of chapter updates, active discussions, and more via an optional e-mail notification feature."--Publisher.
Behavior of a One Cell Prestressed Concrete Box Girder Bridge
Author: Amar Hadj-Arab
Publisher:
ISBN:
Category : Box girder bridges
Languages : en
Pages : 256
Book Description
Publisher:
ISBN:
Category : Box girder bridges
Languages : en
Pages : 256
Book Description
Behaviour of a Two-cell Prestressed Concrete Box Girder Bridge
Author: Karim Joucdar
Publisher:
ISBN:
Category : Box girder bridges
Languages : en
Pages : 348
Book Description
Publisher:
ISBN:
Category : Box girder bridges
Languages : en
Pages : 348
Book Description
Extending Span Ranges of Precast Prestressed Concrete Girders
Author: Reid Wilson Castrodale
Publisher: Transportation Research Board
ISBN: 0309087872
Category : Concrete bridges
Languages : en
Pages : 603
Book Description
At head of title: National Cooperative Highway Research Program.
Publisher: Transportation Research Board
ISBN: 0309087872
Category : Concrete bridges
Languages : en
Pages : 603
Book Description
At head of title: National Cooperative Highway Research Program.
Experimental Investigation of Precast Prestressed Concrete Inverted Tee Girders with Multiple Web Openings for Service Systems
Author: James M. Thompson
Publisher:
ISBN:
Category : Precast concrete
Languages : en
Pages : 300
Book Description
Publisher:
ISBN:
Category : Precast concrete
Languages : en
Pages : 300
Book Description
Analytical and Experimental Investigation of Prestressed Continuous Steel Girder Bridges
Author: Oscar M. Valencia
Publisher:
ISBN:
Category : Continuous bridges
Languages : en
Pages : 0
Book Description
Publisher:
ISBN:
Category : Continuous bridges
Languages : en
Pages : 0
Book Description