P185 Guidance Notes on Best Practise on Steel Bridge Construction
This publication presents a collection of separate Guidance Notes on a range of topics concerning the design and construction of structural steelwork for bridges. The fifth issue is the result of a thorough review of all the previous notes and takes account of the change to use of the Structural Eurocodes for design and the revision of many product and executions standards associated with that change. It complements the publication Steel Bridge Group: Model Project Specification
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P382 Steel Bridge Group - Model Project Specification
This publication provides a set of clauses, to be used in bridge project specifications, that responds to the options and alternatives allowed in BS EN 1090-2, the execution standard for steelwork designed to Eurocode 3. The clauses are arranged under the headings in BS EN 1090-2 and for each clause a commentary is given, explaining the context of or background to the clause. The document has been prepared by the Steel Bridge Group and is intended to achieve the same quality and reliability as has been achieved with BS 5400-6. (A separate document is available, in Word format, of the clauses alone, without commentary, to facilitate use in project documents.)
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I upload this file onto forum, hopefully it is useful for you. I do not know paste the imagine in this post. Sorry for my mistake.
this is manual of
Manual for the Design of Steelwork Building Structures to Eurocode 3 October 2010
Published by: The Institution of Structural Engineers
First published: 2010
ISBN: 9781906335168
"This Manual is intended to provide guidance on the design of many common steel building frames and to show how the provisions of BS EN 1993-1-1: 2005, BS EN 1993-1-8: 2005 and BS EN 1993-1-10: 2005 can be selected for that purpose. Steel buildings frequently include composite floors and the Manual also covers some aspects of BS EN 1994-1-1: 2004. Certain limitations have been introduced to simplify the design process and to select from the comprehensive provisions of EC3 in order to aid the process of familiarisation. Much useful advice contained within the 2008 ‘grey’ book Manual for the design of steelwork building structures has been retained and will therefore be familiar to many users of this new Manual. Chapter headings appear similar to the old ‘grey’ book but opportunity has been taken to rationalise and reorder various sections"
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Moderator note: thread moved from Bad Posts, redesinged using CivilEA Post Generator, info added
EMERGING APPLICATIONS OF HIGH PERFORMANCE STEEL AND ULTRASOUND IMPACT TREATMENT FOR IMPROVED FATIGUE LIFE OF STEEL BRIDGES
Abstract ; Statnikov E. S.2; and Tehini L.3
With the advent of high performance materials, emerging advanced technologies and emphasis on the Federal Highway Administration’s (FHWA) Strategic Goals to mitigate congestion during construction as well as during the service life of a structure, the national perspective in the highway industry is changing towards rapid construction of highways and bridges; as well as to the deployment of maintenance techniques that can be performed quickly, economically, and effectively to achieve long lasting structures to safely transport people and goods.
This paper highlights recent advances in High Performance Steels (HPS) and maintenance technique employing Ultrasonic Impact Treatment (UIT) for steel bridges. These bridges will last longer, resist corrosion and fatigue cracking, and can be maintained efficiently and economically compared to those built and maintained in a traditional manner using conventional bridge steels. This material (steel) development effort has led to high strength 50-100 ksi (345 to 690 MPa yield strength), improved weldability, high toughness, and improved weathering (atmospheric corrosion resistant). Currently, high performance steel grades: HPS 50W, HPS 70W and HPS 100W are available. For the reasons explained above, this paper will address (a) Construction of New Structures Using High Performance Steels (HPS) and, (b) Maintenance of Structures Using Ultrasonic Impact Treatment (UIT).
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1.31MB,16 pages
"Ductile Steel Beam-to-Column Connections for Seismic Resistance"
Chen S. J., Yeh C. H., Chu J. M.(1996),
Journal of Structural Engineering.
Experimental Evaluation of Cyclically Loaded Reduced
Beam Section Moment Connections
Jones S. L., Fry G. T.(2002), Engelhardt M. D.,
Journal of Structural Engineering.
Experimental Evaluation of Reduced Beam Section Connections to Deep
Columns",
Zhang X., Ricles J. M.(2006),
Journal of Structural Engineering.
"Effects of Panel Zone Strength and Beam Web Connection
Method on Seismic Performance of Reduced Beam Section Steel Moment Connections"
Lee C. H., Jeon S. W., Uang C. M.(2005),
Journal of Structural Engineering.
"Cyclic Response and Design Recommendations of Reduced Beam Section
Moment Connections with Deep Columns"
Chi B., Uang C. M.(2002),
Journal of Structural Engineering.
"Experimental Study of Jumbo Size Reduced Beam Section Connections Using
High-Strength Steel"
Chen S. J., Chin T. T.(2004),
Journal of Structural Engineering.
"Seismic Design Enhancements and the Reduced Beam Section Detail for Steel Moment
Frames"
Iwankiw N.(2004),
"Seismic Design Enhancements and the Reduced Beam Section Detail for Steel Moment
Frames"
any other important paper about RBS are favorite...
Author: John Kennedy | Size: 3.51 MB | Format:PDF | Publisher: The Concrete Society | Year: 2006 | pages: 60 | ISBN: 1904482287
This guide covers the stabilisation of naturally occurring soils or other materials to improve their mechanical properties and performance for use in capping layers, sub-bases and bases. This document, to be in line with European standards and Highways Agency documents, covers treatment with cement and the full range of hydraulic combinations based on fl y ash, granulated blastfurnace slag, gypsum and lime. The resulting materials are known as hydraulically-bound mixtures (HBM). After the introduction, which describes HBM and what they do, the guide describes the following aspects of HBM:
- binder selection
- soil/aggregate selection
- site investigation and preliminary assessment
- mixture design
- production and construction
- construction control.
Each part is designed to be stand-alone and self-contained. Thus for example, should the reader be familiar with the capabilities of the various hydraulic and pozzolanic materials, the fi rst part can be glossed over, or, if guidance is sought solely on construction, then reference need only be made to the fi fth and sixth parts. A construction summary is also included in chapter 6 where time does not permit digestion of the whole construction section. Intentionally, the guide does not cover thickness design and specifi cation, but should provide the background for the formulation of such application documents. Much of what follows is of direct relevance to the treatment of contaminated materials where a process called stabilisation and solidifi cation can be used to ‘immobilise’ contaminated materials as well as improving their engineering properties. Similarly, much is of direct relevance to pavement recycling work. However, these techniques are not the subject of this publication.
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This part of ISO 1920 specifies procedures for testing fresh concrete. It specifies the following test methods:
determination of consistence (slump test, Vebe test, degree of compactability, flow-table test and for high-fluidity concrete, the slump-flow test), determination of fresh density and determination of air content by the pressure-gauge method and by the water-column method.
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There is a fact that there are many threads in the problems section that are not yet solve even if it is weeks/months ago. Possible reasons are:
a) Difficulty of the problem
b) Participation of members in problems section are low.
c) The problem is not clearly stated and ignored by members.
d) Age of post are too old causing members not to see those post.
We must encourage our members to fill up those thread and put the unsolved problems in priority. I suggest that point system for problems secion should be different from normal threads, the older the post the higher point a member can received if solved. If this will be the point system, a certain post will not be solved only because of difficulty.
The main objective is not just to have higher points but to gain more confidence on members that their problems will be solved in this forum.
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