The analysis of beams on Winkler foundations is very common in engineering. In many practical problems nonlinear foundation behavior should be considered. Based on an exact solution for a finite beam on a linear elastic foundation an iterative procedure for a piecewise linear foundation is formulated. The approach is implemented in a continuous beam computer program and demonstrated in two examples.
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Hello,
I am looking for BS PD 6688 (British recommendations). I extremely need PD 6688-1-1.
Here is the some informations about desired paper:
Article/eBook Full Name: PD 6688-1-1 Recommendations for the design of structures to BS EN 1991-1-1
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Author: Concrete Bridge Development Group | Size: 0.49 MB | Format:PDF | Quality:Original preprint | Publisher: The Concrete Society | Year: 2008 | pages: 64 | ISBN: 9781904482505
Enhancing the capacity of concrete bridges, published by the Concrete Bridge Development Group, covers reinforced and prestressed concrete highway and railway bridges and masonry arch bridges. The different types of strengthening available to industry are comprehensively covered. In many cases repair will be required before strengthening can be undertaken, but this report does not cover repair as such and reference must be made to other documents that discuss repairs in more detail. The main emphasis is on the contractor and site operations so that it can be used as a working document. The report covers buildability, contractual issues, traffic management and delay, safety, etc, which are often a major consideration in the choice of strengthening options. Design aspects are only covered briefly, but designers and owners will find a comprehensive list of strengthening methods that may provide more scope for solving their particular problems.
The total or partial replacement of a bridge is probably the ultimate solution, but it is also the most costly. The benefits and cost of various strengthening options are presented and contrasted with those of replacement. The strengthening of concrete structures was a relatively difficult operation until the developments of recent years, which have opened up a range of new possibilities. In any structure the quantity of prestressing steel and reinforcement is designed to meet the original loads to be applied, and until recently there were few options or strategies for changing that proportion. However, the introduction of advanced composite materials has opened up new strategies where the advantages of these materials can be exploited to the full.
The range of intervention using the strengthening options can extend from the minimal (do nothing) to complete replacement of the structure. Some of the early options contained in the report can be described more as gaining strength from the existing structure rather than as pure strengthening. At the other end of the scale methods are described which involve major reconstruction of parts of the bridge, where it is difficult to decide at what point strengthening stops and reconstruction begins. In many cases it is economic to save as much of the structure as possible, but more often the overriding factor is how the existing structure can be given additional strength to carry modern-day loads with minimal disruption to the traffic carried over or under the bridge.
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Author: Bhavikatti, S.S. | Size: 13.91 MB | Format:PDF | Quality:Image PDF | Publisher: New Age International (P) Ltd., New Delhi | Year: 2012 | pages: 297 | ISBN: 9788122434231
This book presents the classical theory of plates and shells, which is essential for a structural engineer. Though a number of finite element packages are used by design engineers, to get an idea of the structural behaviour and to be skilled in the same field, one must be proficient in classical method. Keeping the above point in view, the author hopes that M.Tech. Structural Engineering students will accept this as useful textbook on the subject of theory of plates and shells.
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Author: Concrete Bridge Development Group | Size: 0.75 MB | Format:PDF | Quality:Original preprint | Publisher: The Concrete Society | Year: 2010 | pages: 91 | ISBN: 9781904482598
This guide describes the design of a two-span integral concrete bridge, comprising precast pretensioned concrete beams with a reinforced concrete in-situ deck, to the relevant European Standards - applied in accordance with their UK National Annexes.
The guidance given in this publication is with respect to pretensioned concrete but the difference in the approach between BS 5400 and BS EN 1992-2, which generally treats prestressed and reinforced concrete in the same way, means that some of the guidance given in this document is equally valid in the design of a reinforced concrete or post-tensioned concrete bridge structure.
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Author: Concrete Bridge Development Group | Size: 0.9 MB | Format:PDF | Quality:Original preprint | Publisher: The Concrete Society | Year: 2007 | pages: 176 | ISBN: 190448235X
This publication contains guidance on a variety of topics related to the assessment of concrete bridges. Following the publication of BD21 in 1984, bridge assessment has become an increasingly-important function in the UK as the post-war generation of concrete bridges ages and has more demands placed upon it. Nevertheless, it is recognised that sub-standard bridges still exist and are in need of proper and professional assessment in order to maintain a healthy and safe national bridge stock. The purpose of this publication is to both record the experiences of the past and to offer examples of best practice for the future. It covers a wide range of topics and is well-illustrated.
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Standard Guidelines for the Design and Installation of Pile Foundations provides a guideline for an engineering approach to the design and subsequent installation of pile foundations. The purpose is to furnish a rational basis for this process, taking into account published model building codes and general standards of practice. Topics include: administrative requirements; pile shaft strength requirements: soil\-pile interface strength requirements and capacity; design loads; design stresses; construction and layout guidelines for pile design; and installation guidelines for pile construction.
This Standard includes information on applicable standards from ASTM, AWPA, and ACI, as well as an appendix on partial factors of safety.
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Provides an overview of the issues related to the use of high strength concrete, including the definitions used for HSC, its constituent materials, production and placement practices, and the test methods deployed. Presents case studies from a range of different countries.
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MicroStation is the world’s leading information modeling environment explicitly for the architecture, engineering, construction, and operation of all infrastructure types including utility systems, roads and rail, bridges, buildings, communications networks, water and wastewater networks, process plants, mining, and more. MicroStation can be used either as a software application or as a technology platform.
New capabilities in MicroStation V8i (SELECTseries 3) Update 2 include:
- Color Enhancements: Updated RAL Color Books
- Data Interoperability Enhancements: Autodesk RealDWG 2014 Support
- Format Interchange Enhancements: Rhino V5 .3DM File Support
- Geographic Coordinate System Enhancements: NAD83 2011 Coordinate System Support
- Point Clouds Enhancements: Support for ProjectWise Point Cloud Streaming
- Visualization Enhancements: Effects Manager, Irradiance Smoothing, Crease Threshold .
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Author: Peter J M Bartos | Size: 0.7 MB | Format:PDF | Quality:Original preprint | Publisher: Concrete Society | Year: 2005 | pages: 55 | ISBN: 1904482201
Defines self-compacting concrete. Outlines the historical development and the need for self-compacting concrete. Describes its use in bridges, the constituent materials and mixes found in self-compacting concrete, the production and construction processes, and the properties of both fresh and hardened varieties. Also addresses benefits, specification and conformity testing, current limitations, and further research and development.
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