"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.
Please share for me the BS 5497-1 Guide for the determination of repeatability and reproducibility for a standard test method and ISO and ISO 4109, Fresh concrete — Determination of the consistency — Slump test
Utilisation of Thermal Mass in Non-Residential Buildings
Author: Tom De Saulles | Size: 8.63 MB | Format:PDF | Publisher: The Concrete Centre | Year: 2006 | pages: 94 | ISBN: 1904482309
With the on-going tightening of Part L of the Building Regulations, increasing energy prices and a growing demand for more sustainable design, pressure is being put on airconditioned buildings from all directions. Even the speculative offi ce market, which has traditionally paid little attention to energy consumption, is beginning to re-evaluate its largely unquestioned use of air-conditioning. At the heart of low-energy design is the building fabric and the way in which it interacts with the internal and external environment. In this respect, the high level of thermal mass provided by concrete is playing an increasingly important role in ensuring comfortable internal conditions in offi ces and other types of building. The use of concrete to provide passive cooling can achieve signifi cant savings in terms of capital and operating costs through avoiding or minimising the need for air-conditioning. The basic approach is to expose the soffi t of fl oor slabs, which can then absorb heat gains during warm weather and stabilise the internal temperature. Typically, the cool night air is then used to ventilate the building and remove the accumulated heat from the slab in readiness for the following day. This cycle of heating and cooling using the thermal mass in the building fabric is often referred to as Fabric Energy Storage (FES) – a term used throughout this guide. Over the last decade, a growing number of prestigious owner/occupied offi ce developments have opted for concrete construction and FES cooling, which refl ect design briefs that call for a high-quality internal environment and low operating costs. These buildings largely follow the same design format, typifi ed by the UK headquarters of companies such as PowerGen, Canon and Toyota (see Case studies, Appendix A1, A2 and A3). In contrast to this, property developers and investors in the property market such as the large insurance providers have, until recently, not shown interest in using thermal mass, opting instead for a standard air-conditioned format that has traditionally been viewed as a low-risk option with a short payback. However, we are now starting to see evidence of a shift in this sector, which includes projects such as the National Trust HQ in Swindon (Figure 1), Plantation Place in London and Belvedere Court in London.2 Other examples of high-mass speculative offi ce developments include Number One, Leeds City Offi ce Park and the Addison Wesley Longman offi ce in Harlow.3 This refl ects a market that is beginning to pay more attention to the running costs of highly serviced buildings and the questionable longer-term popularity of such buildings in a country with an increasingly fi ckle energy supply. FES can do much to simplify building design and operation, however, it also brings with it specifi c design issues that are not present in more traditional offi ce design. These issues mostly arise from the use of exposed concrete soffi ts, which has implications for acoustics, lighting, routing services and the general design process. Information is provided in this guide on a range of design issues including system options, surface fi nish, integrating services, lighting, acoustics and system control. This is supported by numerous cases studies, which offer practical examples and feedback on how specifi c design issues have been tackled and the lessons that can be learned. It is intended that the guide will assist designers, architects and engineers considering a high thermal mass approach to cooling.
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i am loking for this great text , Design Principles and Detailing of Concrete Structures By D.S. Prakash Rao
here are some details
Book: Design Principles & Detailing of Concrete Structures
Author: Rao
ISBN:0074623311
ISBN-13:9780074623312,978-0074623312
Publishing Date: 1995-01-30
Publisher: Mcgraw-hill Inc. ,us
Number of Pages: 368
Language: English
IF ANYONE have any "hardcopy" please scan this book ..... it is really very precious treasure for all civil engineers . It is very good book .
i know someone must be having a hardcopy of this book . please scan it and upload it .
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