Specifications for highway bridges (Japan)
Part II. Steel bridges
Part III. Concrete bridges
Author: Japan comitee on bridges | Size: 20.7 MB | Format:DjVu, PDF | Quality:Scanner | Publisher: Japan road association | Year: 2002 | pages: 458 + 325
Written completely in English language, this seems to be an official engineering regulation code.
The Specifications for Highway Bridges Part I: Volume on Common Matters and Part II: Volume on
Steel Bridges were given by the Ministry of Construction in 1972 as an official notice under the title
"Technical Standards for Bridges and Skyways." These were a revision and unification of the
Design Specifications for Steel Highway Bridges, the Erection Specifications for Steel Highway
Bridges and the Specifications for Welded Steel Highway Bridges in 1964, the Design and Erection
Guideline for Composite Girders in 1965, the Design and Erection Guideline for Steel Highway
Bridges by Friction-type Connection with High Tensile Strength Bolts in 1966, and the Supplements
to Specifications for Welded Steel Highway Bridges in 1967 and 1968, and were compiled as part of
the systematization of specifications for highway bridges.
After that, a revision was made in 1993 mainly concerning the stipulations on live loads to keep up
with the enlarging trend of vehicle size and increase durability. Another revision was made in 1996
mainly concerning the stipulations on seismic design.
This revision aimed at performance-stipulating technical standards and employed a format in which
a requirement was described in principle together with existing stipulations that would satisfy the
requirement. In addition, Part I: Volume on Common Matters reflected the research and study
results and experience since the previous revision and reviewed the content based on such reflection,
and Part II: Volume on Steel Bridges reviewed the stipulations on fatigue to improve durability and
the stipulations on quality control in fabrication and erection.
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Volume I "Common Matters" is missing. Only volumes II, and III were available to me.
Only the DjVu file (volume II Steel bridges) has an OCR text layer.
Author: Mariana R. Kruntcheva, Andrew C. Collop, and Nicholas H. Thom | Size: - MB | Format:PDF | Quality:Original preprint | Publisher: ASCE - Journal of Materials in Civil Engineering | Year: 2006 | pages: 5 | ISBN: -
This note outlines the experimental investigation of the factors affecting bond development between pavement layers. The tests involved the use of an apparatus known as the Nottingham shear box. To establish a realistic stress distribution at the interface, which would facilitate the analysis of the test results, finite element models of bonded and weakly bonded specimens were developed. It was concluded that care must be taken when interpreting test results from the shear box experiments. Several materials and four interface conditions were investigated. Bond stiffness and strength were assessed under repeated dynamic and monotonic static test conditions. The analysis of the experimental results showed that the interface properties depend more seriously on the type of materials in contact, rather than on the amount of the applied tack coat and the interface condition. It was suggested that the interface bond should be described by introducing a vertical shear reaction modulus, as well as using the horizontal shear reaction modulus.
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by: J. J. Roger Cheng, Member, ASCE, Michael C. H. Yam, Associate Member, ASCE, and S. Z. Hu
Journal of Structural Engineering
Volume 120 / Issue 2 / TECHNICAL PAPERS
J. Struct. Eng. 120, 538 (1994);
(ASCE)0733-9445(1994)120:2(538) (22 pages)
ISSN: 0733-9445 (print), 1943-541X (online)
Publisher: American Society of Civil Engineers
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Is there anyone has three volumes of Uniform Building Code 97? Please upload it, I really need them right now but can not find out on internet.
Thank in advance,
Posted by: foxxx2010 - 03-09-2012, 06:34 AM - Forum: Archive
- No Replies
I'm searching for this standard:
2010 ASME BPVC, Section III: Rules for Construction of Nuclear Power Plant Components
Additional information can be found here:
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or here:
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Journal of Structural Engineering
Volume 137 / Issue 3 /
TECHNICAL PAPERS
J. Struct. Eng. 137, 289 (2011)
(ASCE)ST.1943-541X.0000227
(9 pages)
Damian N. Grant
(Submitted 2 June 2008; accepted 28 March 2010; posted ahead of print 18 April 2010)
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Achieve success in your physics course by making the most of what PHYSICS FOR SCIENTISTS AND ENGINEERS has to offer you. From a host of in-text features to a range of outstanding technology resources, you'll have everything you need to understand the natural forces and principles of physics. Throughout every chapter, the authors have built in a wide range of examples, exercises, and illustrations that will help you understand the laws of physics AND succeed in your course! Available with most new copies of the text is CengageNOW for Physics. Save time, learn more, and succeed in the course with this online suite of resources that give you the choices and tools you need to study smarter and get the grade. Receive a personalized study plan based on chapter-specific diagnostic testing to help you pinpoint what you need to know NOW, and interact with a live physics tutor through the exclusive vMentor program to help you master the concepts.
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Non-Destructive Assessment of Concrete Structures: Reliability and Limits of Single and Combined Techniques: State-of-the-Art Report of the RILEM ... 207-INR
This book gives information on non destructive techniques for assessment of concrete structures. It synthesizes the best of international knowledge about what techniques can be used for assessing material properties (strength) and structural properties (geometry, defects...). It describes how the techniques can be used so as to answer a series of usual questions, highlighting their capabilities and limits, and providing advices for a better use of techniques. It also focuses on possible combinations of techniques so as to improve the assessment. It is based on many illustrative examples and give in each case references to standards and guidelines.
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