Bitumens, Bituminous products, Coatings, Polymers, Waterproofing materials, Waterproof materials, Construction materials, Flexibility, Sheet materials, Bend testing, Cold-weather tests, Environmental testing
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BS EN 14695:2010 Flexible sheets for waterproofing. Reinforced bitumen sheets for waterproofing of concrete bridge decks and other trafficked areas of concrete. Definitions and characteristics
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This text represents the first ever attempt to include in book format a number of standard problems from structural mechanics. It is innovative in treating each problem by means of a single mathematical approach (the influence function method). The material in the book presumes that the reader's background is equally solid in undergraduate mathematics and mechanics. The book covers only a limited number of topics from the undergraduate/graduate course on structural mechanics and as such is intended as a supplementary, rather than a primary, text. It can also be used in other core courses in the mechanical/civil engineering curriculum, as well as in the applied or industrial mathematics curriculum. It can even be adapted as a graduate text for a course on computational mechanics, where a student could use a strong mathematical background in modelling and solving actual problems from mechanics. Engineers involved in the structural design industry will also find the book useful.
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PREFACE
We should like to state from the outset what this book is not. It is not a study of water resource systems or of methodologies for the planning, design, and:operation of such systems-topics that are treated in a vast body of excellent. books, papers, and reports which have appeared in recent years. Rather, the book addresses itself to an area in water resources technology that has received practically no attention in the literature: the description
and assessment of the pervasive role that computer systems have come to exert in this field, and are likely to exert in the future. While there are few practitioners or researchers in water resources today who have not used a computer in their work, and derived opinions, preferences, and a feeling for the possible directions of future evolution concerning computer systems, it is
fair to say that a systematic and comprehensive discussion of the subject has been lacking. Though this book does not provide such a comprehensive discussion, it does offer a state of the art overview of some of the principal considerations concerning computer systems that the decision-maker and practitioner in water resources can no longer afford to neglect. Since we
believe that an historical perspective is important, in several sections of the book we have provided brief sketches of the early use of computers in a number of water resource areas.
The germ of the book was a study carried out for the U.S. Office of Water Resources Research' , which was subsequently expanded, modified, and brought up to date. The study could not have been accomplished without the expertise of numerous persons. In addition to Robert Cheever who was a participant in the original study, numerous persons have contributed their expertise and advice. Personal communications with M. Abbott, E.
Altouney, P. Caruso, P. Combs, A. Cosper, N.H. Crawford, B. Doyle, A.J. Frederick, C. Furgeson, S. Lang, H.L. Longford, L. Manning, R. Myrick, J. Orlob, R.V. Thomann, and D.W. Webber, to name only a few, provided valuable direction and insight into the important, but often subtle problems encountered in the establishment of computer and programming policy.
Contributions by Sheri Gunther and Brandy Rommel (Editing), Vivian 1 Bugliarello, G. and Gunther, F.J., Computers and Water Resources, U.S. Office of Water Resources Research, 1973.
Cardwell (Administration), Myra Martin (Typing), and Edward Daniels (Drafting), in dealing with the practical aspects of generating this document cannot be fully acknowledged.
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Posted by: ir_71 - 12-04-2011, 07:13 AM - Forum: Archive
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Dear friends and colleagues,
a lot of standards for waterproofing products was issued during past two years:
1. BS EN 14695:2010 Flexible sheets for waterproofing - Reinforced bitumen sheets for waterproofing of concrete bridge decks and other trafficked areas of concrete - Definitions and characteristics
2. BS EN 15812:2011 Polymer modified bituminous thick coatings for waterproofing - Determination of crack bridging ability
3. BS EN 15813:2011 Polymer modified bituminous thick coatings for waterproofing - Determination of flexibility at low temperatures
4. BS EN 15815:2011 Polymer modified bituminous thick coatings for waterproofing - Resistance to compression
5. BS EN 15816:2011 Polymer-modified bituminous thick coatings for waterproofing - Resistance to rain
6. BS EN 15817:2011 Polymer modified bituminous thick coatings for waterproofing - Water resistance
7. BS EN 15818:2011 Polymer modified bituminous thick coatings for waterproofing - Determination of dimensional stability at high temperature
8. BS EN 15819:2011 Polymer modified bituminous thick coatings for waterproofing - Reduction of the thickness of the layer when fully dried
9. BS EN 15820:2011 Polymer modified bituminous thick coatings for waterproofing - Determination of watertightness
10. BS EN 15976:2011 Flexible sheets for waterproofing - Determination of emissivity
11. BS EN 16002:2010 Flexible sheets for waterproofing - Determination of the resistance to wind load of mechanically fastened flexible sheets for roof waterproofing
It will be very useful for me and my students if someone of you can share some of these standards.
Product Description
This text provides an introduction to the theory and practice of designing modern highway bridge superstructures. Beginning with the history of bridges, it describes various types of bridge superstructures, materials of construction, bridge loadings, and analysis techniques for various types.
Book Info
Emphasis has been placed on the practical aspects of design, rather than on design theory. Covers the topic of bridge design in conformance with the 55th editions of AASHTO Specifications for Highway Bridges, 1992 and the 1993 AASHTO Interim Specifications. DLC: Bridges - Design
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Clear Glass: Creating New Perspectives >> By Van Chris Uffelen (Author)
Author: Van Chris Uffelen | Size: 255.01 MB | Format:PDF | Publisher: Braun Publishing AG | Year: November 1, 2008 | pages: 256 | ISBN: ISBN-10: 3037680032 ISBN-13: 978-3037680032
Glass stands for openness and transparency. In contemporary glass architecture these associations are utilized in a subtle and highly intentional way. Some buildings appear low-key and reduced to express elegance and seriousness, other provide deep insights to set a stage for profiling and a vivid exchange between inside and outside. In either case innovative glass buildings generate unexpected perspectives, individual communication channels and a temporary feeling of freedom in an actually closed spatiality. In this title about 60 projects from all around the world will be presented with texts, photos as well as sketches and drawings.
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Hi my dera friends,
I found no way to access this paper
I'll really appreciate it, if any body can help me by sharing this paper
EFFECT OF RATE OF LIFTING OF SLUMP CONE ON INDICATED SLUMP OF CONCRETE
Author(s):
Wilson, H K STOWE, R L
Journal:
ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS
Year:
1971
Code:
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Dear member, who have this course, please share. It must be very helpful.
Author(s) / Developer: S. K. Ghosh and Susan Dowty
Description: This one-day seminar was presented by Dr. S. K. Ghosh and Susan Dowty, S.E., in Southern California in July, 2009, and was professionally recorded at the site. The seminar addresses the top 10 misunderstood structural provisions in ASCE 7-05 and related IBC structural provisions. The following ten topics are discussed, including a presentation of answers to questions that we have received on the
application of related provisions:
1. Redundancy Factor
2. Drift Determination and Building Separation
3. Minimum Seismic Design Base Shear
4. Live Load Reduction
5. Seismic Analysis Procedure Selection
6. Enclosure Classification for Wind Design
7. Special Seismic Load Combinations
8. R, Cd and Overstrength Factor Values for Horizontal and Vertical Combinations
9. Seismic and Wind Design of Parapets
10. Torsion, Torsional Irregularity and Direction of Seismic Loading
Total Duration: 6 hrs
PDH Earned: 6
For more information
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