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Author: Martin P Burke Jr
Publisher: John Wiley & Sons
ISBN: 1444316370
Category : Technology & Engineering
Languages : en
Pages : 272
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Book Description
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.
Author: Martin P Burke Jr
Publisher: John Wiley & Sons
ISBN: 1444316370
Category : Technology & Engineering
Languages : en
Pages : 272
Get Book Here
Book Description
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.
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 158
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Book Description
Author: Martin P Burke Jr
Publisher: Wiley-Blackwell
ISBN: 9781405194181
Category : Technology & Engineering
Languages : en
Pages : 0
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Book Description
Worldwide, integral type bridges are being used in greater numbers in lieu of jointed bridges because of their structural simplicity, first-cost economy, and outstanding durability. In the UK and the US states of Tennessee and Missouri, for example, the construction of most moderate length bridges is based on the integral bridge concept. The state of Washington uses semi-integral bridges almost exclusively, while, depending on subfoundation characteristics, the state of Ohio and others use a mix of these two bridge types. Integral and Semi-Integral Bridges has been written by a practicing bridge design engineer who has spent his entire career involved in the origination, evaluation and design of such bridges in the USA, where they have been in use since the late 1930’s. This work shows how the analytical complexity due to the elimination of movable joints can be minimized to negligible levels so that most moderate length bridges can be easily and quickly modified or replaced with either integral or semi-integral bridges. Bridge design, construction, and maintenance engineers; bridge design administrators; graduate level engineering students and structural research professionals will all find this book exceptionally informative for a wide range of highway bridge applications.
Author: Matthew T. Jozwiak
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages :
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Book Description
As jointless bridges become more popular, there is a greater need to understand all aspects of their behavior. Significantly more research has been conducted on integral abutment bridges than there has been on semi-integral abutment bridges, therefore there is a need for more investigation into this type of bridge. Parametric studies on jointless bridges in the past often dealt with variations of the superstructure like altering the span length or skew. This research is an examination of a unique case for a jointless bridge that aims to provide a look into the behavior of the substructure. The subject for the research is a semi-integral abutment bridge with turned back wingwalls and drilled shafts. Semi-integral bridges are less common than integral bridges, and one with turned back wingwalls is constructed even less frequently. The turned back wingwall style of this bridge makes it a good subject for research because little is known about the effect of wingwall orientation on the stress patterns throughout semi-integral abutments. This research will provide a look into the behavior of a semi-integral abutment as the wingwall angle is changed from turned back to flared.
Author: B. Pritchard
Publisher: CRC Press
ISBN: 1482271389
Category : Architecture
Languages : en
Pages : 310
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Book Description
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 man
Author: Iqbal Husain (P. Eng.)
Publisher:
ISBN: 9780777888599
Category : Bridges
Languages : en
Pages : 16
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Book Description
Author: Edward J. Hoppe
Publisher:
ISBN:
Category : Bridge approaches
Languages : en
Pages : 22
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Book Description
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.
Author: Jakob Richard Walter
Publisher:
ISBN:
Category :
Languages : en
Pages : 420
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Book Description
Integral abutment bridges (IAB), which are characterized by a lack of thermal expansion joints and bearings, expand into and contract away from retained backfill at the approaches. This behavior may lead to the development of increased lateral earth pressures or a long-term inward movement, as it has been observed in several structures. Additionally, it has been observed that repeated movements of IABs into and away from the adjacent soil because of annual and daily temperature fluctuations can lead to settlements in the approach roadways built on top of the retained fill. Yet, the possibly significant cost-effectiveness of the system has prompted the Texas Department of Transportation (TxDOT) to construct IAB and semi-integral abutment bridges (SIAB). The overall objective of the research is to investigate the geotechnical aspects relevant to the design of IAB/SIAB. The research project consists of four components: 1) a survey of state DOTs and Texas regarding IAB/SIAB design and construction, 2) an experimental program aimed to understand lateral earth pressure development and soil movement as a result of repeated movements, 3) a numerical component geared to predict soil response to repeated movements such as those in the experimental program, and 4) a field monitoring program involving instrumentation of three IAB/SIAB structures in the state of Texas. Surveys revealed that the anticipated approach to construct IAB/SIAB in Texas is viable. Furthermore, the compressible inclusion used by some states to prevent earth pressure ratcheting was proven to be successful in the laboratory and numerical components. Finally, the field monitoring program demonstrated two IAB/SIAB in Texas that have been performing well, and a third that has exhibited inadequate performance at the approach to bridge deck transition. In summary, the findings of the research have laid the foundation for development of design details to be presented to TxDOT for any future IAB/SIAB.
Author: Eric P. Steinberg
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 90
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Book Description
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.
Author: George L. England
Publisher: Thomas Telford
ISBN: 9780727728456
Category : Technology & Engineering
Languages : en
Pages : 178
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Book Description
This work was commissioned by the Highways Agency to produce guidance for bridge designers by addressing the thermally induced soil/structure integration problem created by environmental changes of temperature and the associated cyclical displacements imposed on the granular backfill to the bridge abutments. It develops a better theoretical understanding of the cyclic performance, in particular the strain racheting in the backfill soil when in contact with a stiff structure. It also identifies the governing soil parameters and examines their influence in the interaction problem, develops numerical modelling procedures to predict interactive soil behaviour, and identifies and quantifies the controlling features of bridge structures relevant to the interaction problem.
