Integral and Semi-Integral Bridges

Integral and Semi-Integral Bridges

Author: Martin P Burke Jr

Publisher: John Wiley & Sons

Published: 2009-06-17

Total Pages: 272

ISBN-13: 1444316370

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Worldwide, integral type bridges are being used in greater numbersin lieu of jointed bridges because of their structural simplicity,first-cost economy, and outstanding durability. In the UK and theUS states of Tennessee and Missouri, for example, the constructionof most moderate length bridges is based on the integral bridgeconcept. The state of Washington uses semi-integral bridges almostexclusively, while, depending on subfoundation characteristics, thestate of Ohio and others use a mix of these two bridge types. Integral and Semi-Integral Bridges has been written by apracticing bridge design engineer who has spent his entire careerinvolved in the origination, evaluation and design of such bridgesin the USA, where they have been in use since the late1930’s. This work shows how the analytical complexity due tothe elimination of movable joints can be minimized to negligiblelevels so that most moderate length bridges can be easily andquickly modified or replaced with either integral or semi-integralbridges. Bridge design, construction, and maintenance engineers; bridgedesign administrators; graduate level engineering students andstructural research professionals will all find this bookexceptionally informative for a wide range of highway bridgeapplications.


Continuous and Integral Bridges

Continuous and Integral Bridges

Author: B. Pritchard

Publisher: CRC Press

Published: 1994-06-23

Total Pages: 314

ISBN-13: 9780419190301

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This book contains the invited contributions to the 1993 Henderson Colloquium organised by the British Group of IABSE (International Association for Bridge and Structural Engineering). It provides an international review of new techniques of designing and constructing joint-free bridges - an approach which is rapidly being developed and used in many parts of the world.


Steel-concrete Composite Bridges

Steel-concrete Composite Bridges

Author: David Collings

Publisher: Thomas Telford

Published: 2005

Total Pages: 206

ISBN-13: 9780727733429

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"Steel-concrete composite bridges shows how to choose the bridge form and design element sizes to enable the production of accurate drawings and also highlights a wide and full range of examples of the design and construction of this bridge type."--Jacket.


Precast Concrete Bridges

Precast Concrete Bridges

Author: fib Fédération internationale du béton

Publisher: fib Fédération internationale du béton

Published: 2004-01-01

Total Pages: 88

ISBN-13: 288394069X

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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)


Forces Exerted in the Wingwalls of Skewed Semi-integral Bridges

Forces Exerted in the Wingwalls of Skewed Semi-integral Bridges

Author: Eric P. Steinberg

Publisher:

Published: 2001

Total Pages: 90

ISBN-13:

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In the state of Ohio, semi-integral bridges have become more popular because these bridges eliminate high maintenance joints. The girders in a semi-integral bridge are encased in a diaphragm supported on elastomeric pads that bear on the abutment. Movement of the diaphragm caused by thermal change is theoretically resisted by backfill and also by the wingwalls for skewed bridges. The wingwalls are subjected to forces as a skewed bridge rotates during thermal expansion.


Field Measurements on Skewed Semi-integral Bridge with Elastic Inclusion

Field Measurements on Skewed Semi-integral Bridge with Elastic Inclusion

Author: Edward J. Hoppe

Publisher:

Published: 2006

Total Pages: 22

ISBN-13:

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This project was designed to enhance the Virginia Department of Transportation's expertise in the design of integral bridges, particularly as it applies to highly skewed structures. Specifically, the project involves extensive monitoring of a semi-integral (integral backwall) bridge with a 45-degree skew. Long-term, continuous monitoring of strains developed in foundation piles, earth pressures exerted on the backwall by the adjacent approach embankment, and concrete buttress reactions preventing the superstructure from rotating in the horizontal plane will be performed. Overall, 120 strain gages, 16 earth pressure cells, and 2 high-capacity load cells, interfaced with electronic dataloggers, will be used in the study. This report provides a record of work carried out from the start of construction in January 2006 to the beginning of May 2006. It specifically describes the instrumentation of the bridge. Future reports will provide an analysis of the results of the field monitoring program. The study is expected to continue for the next 2 years in order to capture the bridge's response over a wide range of climatic conditions.


Innovative Bridge Designs for Rapid Renewal

Innovative Bridge Designs for Rapid Renewal

Author: HNTB Corporation, Genesis Structures Inc, Structural Engineering Associates, and Iowa State University

Publisher: Transportation Research Board

Published:

Total Pages: 976

ISBN-13: 0309274109

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This report from the second Strategic Highway Research Program (SHRP 2), which is administered by the Transportation Research Board of the National Academies, documents the development of standardized approaches to designing and constructing complete bridge systems for rapid renewals.


Computational Analysis and Design of Bridge Structures

Computational Analysis and Design of Bridge Structures

Author: Chung C. Fu

Publisher: CRC Press

Published: 2014-12-11

Total Pages: 632

ISBN-13: 1466579854

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Gain Confidence in Modeling Techniques Used for Complicated Bridge StructuresBridge structures vary considerably in form, size, complexity, and importance. The methods for their computational analysis and design range from approximate to refined analyses, and rapidly improving computer technology has made the more refined and complex methods of ana