Author: Roy L. Eriksson
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 102
Book Description
The State of the Art of Precast/prestressed Integral Bridges
Author: Roy L. Eriksson
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 102
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 102
Book Description
State of the Art of Precast Prestressed Concrete Spliced I-girder Bridges
Author: Ahmad M. Abdel-Karim
Publisher:
ISBN:
Category :
Languages : en
Pages : 133
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 133
Book Description
Precast Concrete Bridges
Author: fib Fédération internationale du béton
Publisher: fib Fédération internationale du béton
ISBN: 288394069X
Category : Technology & Engineering
Languages : en
Pages : 88
Book Description
This report was drafted by fib Task Group 6.4, Precast bridges: José Calavera (Convenor, Spain) André De Chefdebien (CERIB, France), David Fernández-Ordóñez (Prefabricados Castelo, S.A., Spain, Secretary), Antonello Gasperi (Consulting engineer, Italy), Jorge Ley (INTEMAC, Spain), Fritz Mönnig (Prof. Bechert & Partner, Germany), Pierre Passeman (CERIB, France), C. Quartel (Spanbeton BV, The Netherlands), Ladislav Sasek (VPU DECO Praha, Czech Republic), George Tootell (Buchan Concrete Ltd., UK), Arnold Van Acker (Belgium)
Publisher: fib Fédération internationale du béton
ISBN: 288394069X
Category : Technology & Engineering
Languages : en
Pages : 88
Book Description
This report was drafted by fib Task Group 6.4, Precast bridges: José Calavera (Convenor, Spain) André De Chefdebien (CERIB, France), David Fernández-Ordóñez (Prefabricados Castelo, S.A., Spain, Secretary), Antonello Gasperi (Consulting engineer, Italy), Jorge Ley (INTEMAC, Spain), Fritz Mönnig (Prof. Bechert & Partner, Germany), Pierre Passeman (CERIB, France), C. Quartel (Spanbeton BV, The Netherlands), Ladislav Sasek (VPU DECO Praha, Czech Republic), George Tootell (Buchan Concrete Ltd., UK), Arnold Van Acker (Belgium)
State-of-the-art of Precast/prestressed Concrete Spliced I-girder Bridges
Author: Ahmad M. Abdel-Karim
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 133
Book Description
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 133
Book Description
State-of-the-art Report on Precast Concrete Systems for Rapid Construction of Bridges
Author:
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 116
Book Description
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 116
Book Description
State-of The-art Report on Seismic Design of Precast Concrete Bridges Report
Author:
Publisher:
ISBN: 9780979704222
Category : Concrete bridges
Languages : en
Pages : 171
Book Description
Publisher:
ISBN: 9780979704222
Category : Concrete bridges
Languages : en
Pages : 171
Book Description
Analysis of the State of the Art of Precast Concrete Bridge Substructure Systems
Author: Joshua T. Hewes
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 0
Book Description
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 0
Book Description
State-of-the-art of Precast
Author: Ahmad M. Abdel-Karim
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
PCI Journal
Author:
Publisher:
ISBN:
Category : Precast concrete
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Precast concrete
Languages : en
Pages :
Book Description
Design and Construction Integration of a Continuous Precast Prestressed Concrete Bridge System
Author: Subha Lakshmi Kumar Roy
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
An effective, viable design solution for the elevated viaduct guideway for Universal Freight Shuttle (UFS) system championed by Texas Transportation Institute (TTI) is presented. The proposed precast elevated UFS bridge system is analyzed for the operational vehicular loading as provided by TTI and a number of design alternatives for the various bridge components are provided. These includes: the design of the fully precast deck panels for long continuous spans, design of the shear connectors resisting interface shear at bridge deck-girder interface, design of structurally efficient and cost-effective trough girders and its design alternative with I-girders, and economic and long-term serviceable design of bridge piers. A literature review and study of the existing precast bridges is presented for the state-of-the-art and practice, design specifications and publications by AASHTO, State Department of Transportation and other agencies. These existing systems are refined to determine the most appropriate specification for the proposed bridge components by integrating the planning, design, fabrication and construction techniques to ensure high precision freight shuttle movement, construction feasibility, safety, life-cycle cost, durability and serviceability requirements. The design concept presented is a deviation from the conventional railways and highways design. The best practices and specifications of AASHTO and AREMA are combined suitably in this research to suit the major requirements of the project. A combination of the design philosophy with appropriate construction techniques has been blended to devise a system which is efficient for offsite manufacture of components for construction of the bridge and adaptable to the different bridge configurations. Based on the design results, it is found that precast concrete deck panels in combination with precast, prestressed concrete trough girders provides the most efficient superstructure solution for this project. The Damage Avoidance Design for the precast bridge piers along with the precast superstructure provides a system with comparable structural performance along with other benefits such as long term serviceability, economical sections, practically transportable units, modular simplicity for relocation as desired and ability to offer space for commercial usage. The steps for construction of the bridge is schematically presented and sequentially explained. The electronic version of this dissertation is accessible from http://hdl.handle.net/1969.1/150928
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
An effective, viable design solution for the elevated viaduct guideway for Universal Freight Shuttle (UFS) system championed by Texas Transportation Institute (TTI) is presented. The proposed precast elevated UFS bridge system is analyzed for the operational vehicular loading as provided by TTI and a number of design alternatives for the various bridge components are provided. These includes: the design of the fully precast deck panels for long continuous spans, design of the shear connectors resisting interface shear at bridge deck-girder interface, design of structurally efficient and cost-effective trough girders and its design alternative with I-girders, and economic and long-term serviceable design of bridge piers. A literature review and study of the existing precast bridges is presented for the state-of-the-art and practice, design specifications and publications by AASHTO, State Department of Transportation and other agencies. These existing systems are refined to determine the most appropriate specification for the proposed bridge components by integrating the planning, design, fabrication and construction techniques to ensure high precision freight shuttle movement, construction feasibility, safety, life-cycle cost, durability and serviceability requirements. The design concept presented is a deviation from the conventional railways and highways design. The best practices and specifications of AASHTO and AREMA are combined suitably in this research to suit the major requirements of the project. A combination of the design philosophy with appropriate construction techniques has been blended to devise a system which is efficient for offsite manufacture of components for construction of the bridge and adaptable to the different bridge configurations. Based on the design results, it is found that precast concrete deck panels in combination with precast, prestressed concrete trough girders provides the most efficient superstructure solution for this project. The Damage Avoidance Design for the precast bridge piers along with the precast superstructure provides a system with comparable structural performance along with other benefits such as long term serviceability, economical sections, practically transportable units, modular simplicity for relocation as desired and ability to offer space for commercial usage. The steps for construction of the bridge is schematically presented and sequentially explained. The electronic version of this dissertation is accessible from http://hdl.handle.net/1969.1/150928