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The information presented in this publication has been developed by the Steel Joist Institute and is produced in accordance with recognized engineering principles and is for general information only. The SJI and its committees have made a concerted effort to present accurate, reliable, and useful information on the design of steel joists and Joist Girders. Application of this information should not be used or relied upon for any specific project without competent professional assessment of its accuracy, suitability and applicability by a licensed professional engineer or architect.
The publication of the material contained in this catalog is not intended as a representation or warranty on the part of the Steel Joist Institute. Any person making use of this information does so at one’s own risk and assumes all liability arising from such use.
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Guide to durability of buildings and building elements, products and components
Executive summary
Guidance on the durability, required and predicted service life and design life of buildings and building elements, products and components.
Abstract
This British Standard provides guidance on durability, required and predicted service life and design life of buildings and their components and/or parts. It applies primarily to new buildings and their components and/or parts rather than to alterations and repairs. It also gives guidance on presenting information on the service and design life of buildings and their components and/or parts when a detailed brief is being developed.
This standard applies to civil engineering projects involving buildings, but only partially to other civil engineering projects such as roads, bridges and dams.
This standard does not deal with many aspects of obsolescence, i.e. when buildings or parts of buildings are replaced or altered either to suit different needs and changing conditions including change of use, mandatory requirements or when new products offer better performance without a corresponding increase in cost.
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This standard specifies requirements, recommendations and information concerning the execution of permanent or tempory sheet pile wall structures in accordance with 2.4 of ENV 1991-1:1994 and the handling of equipment and materials. It does not give requirements and recommendations for the installation of specific parts of the structure such as ground anchorages and piles which are covered by other codes.
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Contents of the zip-file:
1. BS 7533-1:2001 Pavements constructed with clay, natural stone or concrete pavers. Guide for the structural design of heavy duty pavements constructed of clay pavers or precast concrete paving blocks.
2. BS 7533-2:2001 Pavements constructed with clay, natural stone or concrete pavers. Guide for the structural design of lightly trafficked pavements constructed of clay pavers or precast concrete paving blocks.
3. BS 7533-3:2005 Pavements constructed with clay, natural stone or concrete pavers. Code of practice for laying precast concrete paving blocks and clay pavers for flexible pavements (without A1:2009)
4. BS 7533-4:2006 Pavements constructed with clay, natural stone or concrete pavers. Code of practice for the construction of pavements of precast concrete flags or natural stone slabs.
5. BS 7533-6:1999 Pavements constructed with clay, natural stone or concrete pavers. Code of practice for laying natural stone, precast concrete and clay kerb units
6. BS 7533-7:2002 Pavements constructed with clay, natural stone or concrete pavers. Code of practice for the construction of pavements of natural stone paving units and cobbles, and rigid construction with concrete block paving (current issue is from 2010).
7. BS 7533-8:2003 Pavements constructed with clay, natural stone or concrete pavers. Guide for the structural design of lightly trafficked pavements of precast concrete flags and natural stone flags
8. BS 7533-9:2010 - not in archive, missing.
9. BS 7533-10:2004 Pavements constructed with clay, natural stone or concrete pavers. Guide for the structural design of trafficked pavements constructed of natural stone setts and bound construction with concrete paving blocks (current issue is from 2010).
10. BS 7533-12:2006 Pavements constructed with clay, natural stone or concrete pavers. Guide to the structural design of trafficked pavements constructed on a bound base using concrete paving flags and natural stone slabs
11. BS 7533-13:2009 - not in archive, missing.
Dear friends, I need your help to find missing standards or current editions of some of posted here.
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Residential Foundations: Design, Behavior, and Repair
Author: Robert Brown Wade | Size: 14 MB | Format:PDF | Publisher: Van Nostrand, NY | Year: 1984 | pages: 115 | ISBN: 0442213026
Hardcover: 115 pages
Publisher: Van Nostrand Reinhold; 2 Sub edition (January 1984)
Language: English
ISBN-10: 0442213026
ISBN-13: 978-0442213022
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Microzonation for Earthquake Risk Mitigation, State of the Art Report
Author: Atilla Ansal, Mustafa Erdik and oth. | Size: 3.61 MB | Format:PDF | Year: 2004 | pages: 114
This state -of-the art report has been undertaken within the DRM-MERM Project to define the
primary framework for the Seismic Zonation Manual, under preparation as the main output of
this project, with the aim of improving the zonation methodology in Turkey. Thus the review
of the literature has been conducted taking into consideration the state-of-the-practice in
Turkey. Even though significant effort has been made to conduct a thorough review, due to
the multi-disciplinary nature of the topic and very large numbers of papers, it would be
unrealistic to claim that all the literature on seismic microzonation and related disciplines
have been reviewed.
The purpose of this report is to review the literature to summarize the state-of-the-art and
state -of-the practice in seismic microzonation that may be considered to be composed of five
different phases as; site characterisation, evaluation of the seismic hazard; estimation of the
ground motion characteristics on the ground surface, assessment of liquefaction susceptibility,
assessment of landslide hazard. Thus in reviewing the literature each phase will be treated
separately and will be considered in sequential stages as; identification and explanation of the
process, compilation of the relevant and needed databases , analysis and interpretation of the
acquired databases. The investigations and suggestions encountered in the literature are
reviewed with the perspective of mainly offering the scientist and engineers in Turkey
information concerning all the stages of seismic microzonation. Therefore the necessary steps
in each and all seismic microzonation components will be considered in terms of consecutive
stages as; quantification of earthquake ground motion, determination of the necessary
geological and geotechnical site conditions, analyses of the available data, engineering
interpretation of the results obtained. The findings and proposals related to all these stages
will be reviewed briefly to give the reader a complete understanding of the whole process.
DIRECT LINKS
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PhD thesis, HKUST, By Atanda, Adeyemi Israel
Title: Towares ductility enhancement of reinforced concrete structures in regions of moderate seismicity : Hong kong case study
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